11240 LVL NZ Booklet No1

Transcription

11240 LVL NZ Booklet No1
DECEMBER 2003
NZ
LVL 10
DESIGNGUIDES
&
SPANTABLES
C o n t e n t s
Introduction
2
Product Specification
3
Design Loads and Limits
4-5
Strength reduction factor for use with NelsonPine LVL
6
Floor performance
6
Deep joist restraint
6
Using double section beams
6
Bearers for pole frame construction
6
Fixing of NelsonPine LVL 10
6
Rip sawing NelsonPine LVL
6
Minimum bearing lengths
7
Supporting structures
7
Exposure to humid conditions and weather
7
Storage and handling of NelsonPine LVL
7
Holes in floor joists
7
Wood dust - caution
7
Guarantee of Quality
8
Structural Certification
9
Calculation Examples
10 -13
Rafters
Light sheet roof and heavy tile roof - with and without ceiling - single span - low and medium wind zone
Light sheet roof and heavy tile roof - with and without ceiling - continuous span - low and medium wind zone
Light sheet roof and heavy tile roof - with and without ceiling - single span - high and very high wind zone
Light sheet roof and heavy tile roof - with and without ceiling - continuous span - high and very high wind zone
14 - 16
17 - 19
20 - 22
23 - 25
Hip Rafters
Light sheet roof and heavy tile roof - with and without ceiling - single and continuous span low and medium wind zone
Light sheet roof and heavy tile roof - with and without ceiling - single and continuous span high and very high wind zone
26
27
Roof Beams
Ridge and intermediate beams - light sheet roof and heavy tile roof - with and without ceiling single span - low and medium wind zone
Ridge and intermediate beams - light sheet roof and heavy tile roof - with and without ceiling continuous span - low and medium wind zone
Ridge and intermediate beams - light sheet roof and heavy tile roof - with and without ceiling single span - high and very high wind zone
Ridge and intermediate beams - light sheet roof and heavy tile roof - with and without ceiling continuous span - high and very high wind zone
28 - 31
32 - 35
36 - 39
40 - 43
Underpurlins
Light sheet roof and heavy tile roof - with and without ceiling - single and continuous span low and medium wind zone
Light sheet roof and heavy tile roof - with and without ceiling - single and continuous span high and very high wind zone
44 - 46
47 - 49
Strutting Beams
Light sheet roof and heavy tile roof - low and medium wind zone
Light sheet roof and heavy tile roof - high and very high wind zone
50
51
Counter Strutting Beams
Light sheet roof and heavy tile roof - low and medium wind zone
Light sheet roof and heavy tile roof - high and very high wind zone
52 - 53
54 - 57
Combined Ceiling Runner Strutting Beams
Light sheet roof and heavy tile roof - low and medium wind zone
Light sheet roof and heavy tile roof - high and very high wind zone
56 - 57
58 - 59
Ceiling Runners
Single span - carrying ceiling only
61
Counter Beams
Single span - carrying ceiling only
62
Ceiling Joists
Single and continuous span - carrying ceiling only
63
Verandah Beams
Light sheet roof and heavy tile roof - with and without ceiling - single and continuous span low and medium wind zone
Light sheet roof and heavy tile roof - with and without ceiling - single and continuous span high and very high wind zone
64 - 66
67 - 69
Lintels
Light sheet roof and heavy tile roof - with ceiling - single span - single or upper storey - all wind zones
Light sheet roof and heavy tile roof - with ceiling - single span - lower of two storeys - all wind zones
70 - 71
72 - 75
Floor Joists
With and without ceiling - single span
With and without ceiling - continuous span
76 - 79
80 - 83
Bearers
Supporting floor joists only - with and without ceiling - single span
Supporting floor joists only - with and without ceiling - continuous span
Single storey - light sheet roof and heavy tile roof - floor loads - with ceiling - single span - all wind zones
Single storey - light sheet roof and heavy tile roof - floor loads - with ceiling - continuous span - all wind zones
Double storey - light sheet roof and heavy tile roof - floor loads - with ceiling - single span - all wind zones
Double storey - light sheet roof and heavy tile roof - floor loads - with ceiling - continuous span - all wind zones
84 - 85
86 - 87
88 - 91
92 - 95
96 - 107
108 - 119
Bearers for Pole Framed Construction
Supporting floor joists only - with and without ceiling - single span
Supporting floor joists only - with and without ceiling - continuous span
Single storey - light sheet roof and heavy tile roof - floor loads - with ceiling - single span - all wind zones
Single storey - light sheet roof and heavy tile roof - floor loads - with ceiling - continuous span - all wind zones
120 - 121
122 - 123
124 - 127
128 - 131
General information about Nelson Pine Industries Ltd
132 - 133
1
I n t r o d u c t i
Branding of NelsonPine LVL
For your protection, NelsonPine LVL is branded with the
product manufacturer’s logo as well as the PAA JAS/ANZ
product certification marking. Look alike substitute
products may not perform to the same high standards.
Do not accept unauthorised substitute materials.
PRODUCT CERTIFIED
tested
STRUCTURAL
LAMINATED VENEER LUMBER
AS/NZS 4357 Mill No. 919
Application of this Design Guide
and Capacity Tables
NelsonPine LVL is Structural Laminated Veneer
Lumber manufactured in accordance with AS/NZS
4357:1995 Structural Laminated Veneer Lumber by
Nelson Pine Industries Ltd, Nelson, New Zealand.
This Design Guide and Load Span Tables have been
prepared to assist designers and builders in the
selection of NelsonPine LVL beams for the majority
of the common structural applications in residential
timber framed construction and similar timber
framed buildings.
Reference should be made to NZS 3603:1993 Timber Structures Standard, NZS 3604:1999 - Timber
Framed Buildings, or a Structural Engineer
experienced in timber construction for details and
methods of developing lateral restraint, providing
adequate support, anchorage against wind uplift as
well as overall stability, which are outside the scope
of this publication.
Substitution
All Load Span Tables in this document are designed
using the in-grade tested properties of NelsonPine
LVL. Other LVL products may have different
properties and therefore cannot be designed using
these Load Span Tables.
Copyright
Copyright of this publication remains with Nelson
Pine Industries Ltd and reproduction of this
publication in whole or in part without written
permission from Nelson Pine Industries Ltd is
prohibited.
NelsonPine LVL is an engineered wood composite
made from rotary peeled veneers, laid up with
parallel grain orientation. One of the main features
of LVL is to disperse or remove strength-reducing
characteristics of wood. NelsonPine LVL
is an engineered, highly predictable,
o n
uniform lumber product, because
natural defects such as knots, slope of grain and
splits have been dispersed throughout the veneer
assembly or have been removed altogether. In
addition to this, the veneer sheets are placed in a
specific sequence and location within the product to
maximise the potential of the stiffer and stronger
veneer grades. This can be considered as an
engineered configuration of the veneers.
NelsonPine LVL properties are consequently superior
to those of glued laminated timber (glulam) and
stress graded timber. The average of most strength
characteristics is higher and the variation is
significantly lower when compared to solid wood.
NelsonPine LVL is dimensionally stable and resists
warping and twisting and is machined to
consistently uniform sizes. NelsonPine LVL is
therefore a high quality product that is more uniform
and exhibits much improved structural properties
over sawn timber.
Manufacture
NelsonPine LVL is manufactured by laminating
ultrasonically graded radiata pine and Douglas Fir
veneer sheets, using phenolic adhesive, in a
continuous assembly in which the grain direction of
the veneers are orientated in the longitudinal
direction. In some instances, cross band veneers
may be introduced. Using highly sophisticated
continuous belt pressing technology and microwave
pre-heating, it is pressed as a 1.250 m nominal width
continuous billet in various standard thicknesses. It
can be docked to any specified length and ripped
into standard widths for use as structural members.
Structural reliability
The structural properties for NelsonPine LVL have
been determined by testing in accordance with the
requirements of AS/NZS 4357:1995 Structural
Laminated Veneer Lumber.
NelsonPine LVL is manufactured by laminating
selected grades of veneer in a predictable pattern in
order to impart predictable, uniform and reliable
structural properties. The uniformity of NelsonPine
LVL is the key to its high strength and stiffness
properties and its reputation for reliable and
predictable performance.
Contact details
For technical enquiries relating to NelsonPine LVL,
please contact our LVL Product Engineer.
Nelson Pine Industries Ltd
Lower Queen Street, Richmond
Nelson, New Zealand
PO Box 3049, Richmond, Nelson
2
Freephone
Freefax
Website
Email
0800 800 438
0508 674 329
www.nelsonpine.co.nz
LVL@nelsonpine.co.nz
Standard NelsonPine LVL sections
Product Specification
NelsonPine LVL 10
NelsonPine LVL is manufactured “colour coded” for
easy recognition.
100x36
100x45
100x63
130x36
130x45
130x63
150x36
150x45
150x63
170x36
170x45
170x63
200x36
200x45
200x63
240x36
240x45
240x63
300x36
300x45
300x63
360x45
360x63
400x45
400x63
The colour code for LVL 10 is Green.
Veneer
Thickness
2.5 to 4.4mm
Species
Radiata Pine
Grade
CD – Metriguard graded
Joints
scarf / overlap / butt
Physical Properties
Characteristic short duration modulus of elasticity and strength values.
Characteristic
Unit
Value
Property
Modulus of Elasticity
(MoE) GPa
MPa
Bending
(f’b)
Tension parallel to grain
(f’t)
MPa
Compression perpendicular to grain
Parallel to gluelines (2.5 mm indentation)
Perpendicular to gluelines (2.5 mm indentation)
Compression parallel to grain
Shear in beam
(f’p)
(f’p)
(f’c)
(f’s)
MPa
MPa
MPa
MPa
10.7
42.0
22.0
610x63
12.0
12.0
35.0
6.0
CHARACTERISTIC STRESS or CHARACTERISTIC STRENGTH. For strength
properties, characteristic stress or strength is an estimate of the lower 5percentile value determined with 75% confidence, from tests on a
representative sample of full size test specimens. For stiffness properties,the
characteristic value is the mean value.
The evaluation of structural properties is in accordance with AS/NZS 4063:1992
Timber-Stress Graded-in-Grade Strength and Stiffness Evaluation.
Joint group
JD5 Fixings parallel to gluelines
JD4 Fixings perpendicular to gluelines
Density
460x63
Beam sizes of 72, 90, and 126mm thickness can be
formed by nail laminating two sections of
NelsonPine LVL together.
All sizes are available in lengths up to 12 metres.
Lengths longer than 12 metres or other section sizes
are available subject to enquiry.
Mass of typical framing members
Dry
Framing
Size
(mm)
550kg/m3
Moisture content
Mass per
unit
length
(kg/m)
The average moisture content of NelsonPine LVL is
8 to 15%.
Dimensional tolerances
Dimensional tolerances applying to NelsonPine LVL
are as follows:
Mass per unit area
(kg/m2)
For framing spaced at
(mm)
450
600
900
1200
100x36
1.98
4.4
3.3
2.2
1.7
100x45
2.48
5.5
4.1
2.8
2.1
150x36
2.97
6.6
5.0
3.3
2.5
150x45
3.71
8.2
6.2
4.1
3.1
Plus
Minus
Length:
15mm
0mm
Depth:
3mm
3mm
200x36
3.96
8.8
6.6
4.4
3.4
1.5mm
1.5mm
200x45
4.96
11.0
8.2
5.6
4.2
Adhesive
240x36
4.75
10.6
8.0
5.3
3.9
The adhesive used in the manufacture of
240x45
5.94
13.2
10.0
6.6
4.9
300x36
5.94
13.2
10.0
6.6
5.0
300x45
7.42
16.4
12.4
8.1
6.2
Thickness:
NelsonPine LVL is Phenol Formaldehyde
(Type “A”, AS 2754.1 - 1985).
Branding of product
Each length of NelsonPine LVL will be branded at
least once with the NelsonPine LVL logo for
identification, in addition to the colour stress grade
identification.
3
Design Loads and Limits
Wind loads
The information contained in this document follows
These design span tables apply only to Low,
the engineering basis used for NZS 3604:1999 -
Medium, High and Very High wind zones,
Timber Framed Buildings.
determined in accordance with clause 5.2.1 of NZS
The geometric limitations of this publication include:
3604:1999.
For reference, the design wind speeds considered for
• The roof pitch does not exceed 45°
• The wall height measured from floor to ceiling does
not exceed 3.0 metres
these areas are shown below:
Wind Zone
• The number of loaded floors supported by timber
framing is not more than two
Dead loads
The roof masses given below and used in the design
Maximum design wind speed (m/s)
Ultimate limit state Serviceability limit state
Low
32
26
Medium
37
30
High
44
35
Very High
50
40
span tables include for standard types of cladding
and ceiling linings and for rafters and ceiling joists:
Where applicable, wind zones “Low” and “Medium”
(L&M) and “High” and “Very High” (H&VH) have
Roofs
been combined in these design span tables.
Light sheet roof - without ceiling
20kg/m2
Light sheet roof - with ceiling
40kg/m2
2
Heavy tile roof - without ceiling
60kg/m
Heavy tile roof - with ceiling
90kg/m2
Snow loads
In accordance with NZS 3604:1999, snow loads up to
0.5 kPa have been considered in the preparation of
these tables. Therefore, these tables apply to all
areas with snow loading up to 0.5 kPa. Reference
Floors
Domestic dead load - without ceiling
30kg/m2
Domestic dead load - with ceiling
40kg/m2
should be made to Figure 15.1 of NZS 3604:1999Timber Framed Buildings to determine the
geographical areas covered by these design span
tables.
Other
Walls
80kg/m2
Ceilings
17.5kg/m2
Building Categories
These design span tables are valid for Category IV
and V buildings as specified in Table 1.1 of NZS
In addition to the above loads, the member self
3604:1999-Timber Framed Buildings. For buildings
weight has been included in the calculations as
outside these categories and those that do not fall
required.
within the wind and snow loading categories given
above, specific engineering design is required.
Live loads
The live loads considered in the tables are those
Serviceability limits
used in NZS 3604:1999-Timber Framed Buildings.
The serviceability deflections considered for each
Some examples are given below:
member are noted at the top of each table.
Roof Live Load
Floor Live Load
Ceiling Live Load
0.25kPa Distributed load
1.0kN Concentrated load
(for strength checks only)
1.5kPa, 2.0kPa, 3.0kPa
Distributed load (for floor
joists)
1.5kPa Distributed load (for
bearers and lintels)
1.0kN Concentrated load
1.0kN Concentrated load (for
strength checks only)
Deflections for load combinations can be
conservatively estimated by combining the
maximum allowable deflections.
Indications of the considered allowable deflections
are given below and above each member table.
Member Type
Live Load
Rafters
Span/300 or 20mm max Span/250 or 12.5mm max
Lintels
Span/300 or 10mm max Span/250 or 10mm max
Floor Joists
Span/300 or 15mm max Span/360 or 9mm max
2mm for 1kN Point Load
Bearers
4
Dead Load
Span/300 or 12mm max Span/250 or 9mm max
Terminology used in tables
In general, the terminology used in this publication
R3
R2
R1
matches the definitions and nomenclature given in
Support
NZS 3604:1999-Timber Framed Buildings. Some
clarification is given below:
Lintel
Span - The length of a structural member measured
between the faces of the supporting elements.
CATHEDRAL ROOF
Single span - Members spanning between two supports
only, with no central props or overhangs at either
end.
RLW =
R1 +
Support –
RLW =
R2 + R3
2
R3
Support
R1
Support
Overhang
Lintel
CATHEDRAL ROOF
Where the smaller span is less than 60% of the
longer span, the member is to be sized as if it were
a single span based on the longer of the two
continuous spans.
L1
L1
R2
2
Lintel –
RLW =
R1 +
Support –
RLW =
R2 + R3
2
RLW
Overhang
Lintel
L1
R2
2
Lintel –
R2
Continuous span - Members that are constructed from a
single length of timber and carry over three or more
supports along their length are deemed to be
continuous. For the case where the spans are not of
equal length, the longer span becomes the
governing span for obtaining the appropriate
member size.
Overhang
Rafter
L2 > 0.6 L1
TRUSSED ROOF
L1 = Max continuous span for use in the design tables
Ceiling Load Width (CLW) - The width of a ceiling
that contributes to the applied load on a structural
element.
L2 < 0.6 L1
L1
L1 = Max single span for use in the design tables
Ceiling Runner 1
Overhang - The cantilever section at the end of a
member, measured from the face of the support to
the free end of the member. In order to prevent
excessive uplifts, overhangs are limited to a
maximum of one half the length of the adjacent
backspan.
Spacing - The distance between the centre of two
adjacent members measured perpendicular to the
direction of their span.
C1
Ceiling Runner 2
C2
CEILING LOAD WIDTH
C3
Overhang
Ceiling Runner 1 – CLW =
Ceiling Runner 2 – CLW =
C1 + C2
2
C2 + C3
2
Floor Load Width (FLW) - The width of a floor that
contributes to the applied load on a structural
element.
Roof Load Width (RLW) - The width of a roof that
contributes to the applied load on a structural
element.
RLW as previous
Wall Above
R3
Joist Cantilever
Joist
R4
R5
R2
F1
R1
Bearer 1 or
Lower Storey
Lintel
F2
F3
Bearer 3
Bearer 2
Support 2
Lintel
Support 1
Support 3
CONVENTIONAL ROOF
Coupled, strutted ridge
Lintel –
RLW =
Support 1 – RLW =
Support 2 – RLW =
Support 3 – RLW =
R1 +
R2
2
R2 + R3
2
R3 + R4
2
R4 + R5
2
Overhang
FLOOR LOAD WIDTH
Bearer 1 –
FLW =
Bearer 2 –
FLW =
Bearer 3 –
FLW =
F1
2
F1 + F2
2
F2 + F3
2
Lintels - Beams contained within load bearing walls which
are required to span over openings for windows or
doors.
5
Strength reduction factors
for use with NelsonPine LVL
The strength reduction factor (ol) for calculating the
design capacities of a structural member depends upon
the type of structural material and the application of the
member. NelsonPine NZ LVL 10 used as a structural
element in houses or as a secondary structural element
in structures other than houses has a strength reduction
factor ol of 0.9. For other structural applications, the
value of ol should be obtained from NZS 3603:1993. All
tables in this document have been prepared with the
strength reduction factor of ol = 0.9.
Floor performance
Consideration for flexural deflection and dynamic
behaviour has been made in the design of the allowable
spans for flooring members given in this publication by
limiting the deflection from a 1kN point load placed at
midspan on the floor member to 2mm.
However, if the designer’s experience has shown that
floors designed in accordance with NZS 3604:1999 are
too lively or display excessive deflection, measures
should be taken to improve the floor performance.
Generally the easiest way to achieve this is either to use
larger joists and bearers or to reduce the spacing
between them.
Deep joist restraint
For deep joists, i.e. where the depth of a floor joist
exceeds four times its breadth, continuous blocking or
strutting must be provided at mid span in compliance
with clause 7.1.2.3 of NZS 3604:1999. With NelsonPine
LVL this is often likely to occur, as the product is
applicable to long floor spans giving large open spaces.
For deep joists, the provisions of NZS 3604:1999 are to
be considered a minimum, with the following
Using double section beams
The use of double section beams (except pole bearers)
relies on the effective load transfer between members
in order to ensure that the two beams act together as a
single member.
As a minimum requirement, double members should be
nailed together with 2.80Ø nails, one from each side at
200mm centres along the length of the member. The
nails should be staggered over the depth of the beam
and their lengths should be sufficient to penetrate more
than 90% of the combined member thickness. The top
and bottom faces of the individual members must be
carefully aligned to ensure that the applied loads are
equally shared between the two members.
Where a double member is supporting another at right
angles to its span, the minimum requirement for nailing
will not be sufficient to transfer the loads in the
immediate area of the beam connection. For this type
of arrangement, suitable proprietary fixings can be used
(e.g. joist hangers, multi-grips, etc) provided nailing to
the combined members is with nails of suitable length
to penetrate more than 90% of its combined thickness.
Bearers for pole frame
construction
Bearers for pole frame construction must always be
used in pairs, tied together, one either side of each pole
support. At each support, adequate bearing must be
provided to transfer the loads from the bearers into the
poles. This can be achieved by either notching the pole
or using a steel angle as shown below. The minimum
bearing areas required are given for each member in
the relevant span tables.
BEARING AT SUPPORTS
adjustments:
Steel
Permanent Blocking Permanent blocking is
required along all support lines between every second
joist spacing to assist with buckling restraint and lateral
load transfer to the walls below.
Temporary Restraint In addition to the permanent
blocking, a temporary batten with blocking at each end
is required at the joist midspan to prevent the joists
rotating prior to placement of the flooring. This can be
removed once the placement of the flooring material is
under way.
Temporary blocking each end
of each length of batten
Temporary batten over top of
joists prior to the placement of
flooring material
Notch
Steel Angle
The bearing surfaces must be in good quality, firm
timber and the bolts should be designed to support all
or part of the applied load. We recommend that the
connections be designed by an engineer.
Fixing of NelsonPine LVL 10
All fixings for NelsonPine LVL members are to be in
accordance with NZS3604:1999.
Where NelsonPine LVL is to be used for applications
other than residential dwellings, the joint design is
required to be by specific design. NelsonPine LVL 10 is
to be designed for the joint group JD5 characteristics.
Rip sawing NelsonPine LVL
Permanent
blocking over
supports at every
second joist
6
One of the unique properties of NelsonPine LVL is that it
may be ripped through the thickness to the smaller
standard section depth given in these span tables
without affecting the basic strength properties. It is
important that the new members are not cut undersized
if the maximum spans in these tables are to apply.
Rip sawing through the depth to produce sections of
reduced thickness may adversely affect strength
properties and is therefore not recommended under any
circumstance.
Minimum bearing lengths
The span lengths provided in the tables are generally
governed by limiting deflections and bending moments.
In order to achieve these spans, the bearing length at
the supports must be provided where specified in the
tables. For continuous spans, the bearing lengths given
with each table are for the internal supports. For the
end supports, the minimum bearing requirements
specified for single span members should be satisfied.
Similarly, where an overhang is required, at the support
between the overhang and the adjacent back span the
minimum bearing lengths for the continuous span
members should be adopted.
Supporting structures
The NelsonPine LVL members given in this publication
are intended to replace standard timber framing
elements in residential construction, albeit with superior
characteristics and hence fewer requirements for
supporting elements. As such, increased importance is
placed on the requirement for satisfying the lateral
strength of any dwelling in which these products are
used. The stability of the structure as a whole must be
checked to ensure that there is sufficient bracing
capacity to resist earthquake and wind loads, in
accordance with the relevant document for the type of
construction being adopted (e.g. timber cladding,
veneer cladding, etc).
Due to the larger floor and roof spans achievable by
NelsonPine LVL, care should be taken to ensure that the
load paths required are present for transferring the
loads to the supporting walls.
For the lintel and bearer tables, it should be noted that
no allowance has been made for the support of heavy
veneers such as brick or solid plaster.
Exposure to humid
conditions and weather
Exposure of NelsonPine LVL to the weather for a limited
time when framed into a structure is not a problem and
will not result in any structural damage. Exposure to the
weather for longer periods could result in some swelling
and discolouration, depending on the conditions.
Durability NelsonPine LVL manufactured from
Radiata Pine veneer bonded with Phenolic adhesive has
a durability rating of Class 4. Whilst the phenolic bond is
fully waterproof, untreated NelsonPine LVL may decay
where the equilibrium moisture content is likely to be
above 20% for extended periods.
In order to eliminate the possibility of decay for subfloor members and flooring, it is good building practice
to ensure that raised floors have adequate clearance
and are well ventilated underneath.
Roof overhangs Provided an adequate protective
coating is applied, NelsonPine LVL beams can be used
as rafters for overhanging covered eaves.
External use Untreated NelsonPine LVL is not
recommended for permanent direct exposure to the
weather, or to high humidity interior conditions, such as
aquatic centres and swimming pools. NelsonPine LVL
should not be used on Pergola’s or Balcony floors,
unless adequately protected with a waterproof
protective coating.
Storage and handling of
NelsonPine LVL
LVL expands in thickness and depth when allowed to
get wet.
To ensure the full benefits of NelsonPine LVL as a dry,
straight and true material are available at the time of
installation, the following recommendations regarding
storage are made:
1. Stack on evenly spaced level bearers to keep flat
and straight.
2. Stack well clear of the ground for good
ventilation.
3. Store under cover to keep dry prior to installation.
4. Take care to re-wrap remaining material after
opening bundles.
5. Use 100 x 50 timber bearers on the flat between
bundles.
Holes in floor joists
Holes in uniformly loaded floor joists (excluding
overhangs) are to be in accordance with the
recommendations made in NZS 3604:1999. Clauses
7.1.7.1 and 7.1.7.3 state that “Holes drilled in floor joists
other than cantilevered joists shall be:
a) Within the middle third of the depth of the joist;
b) Not more than 3 times the depth of the joist from
the face of a support (to the far side of the outer hole).
c) Not more in diameter than one-fifth the depth of the
joist or 32mm, whichever is the lesser;
d) At minimum spacing measured along the joist
between the edges of the holes of not less than the
depth of the joist.”
If holes are required in floor joists outside the scope of
NZS 3604, specific engineering design will be required.
CAUTION
WOOD DUST
For all Wood Dust, Wood and Wood Products
NOT Preservative Treated
WOOD DUST CAN BE PRODUCED BY SAWING, SANDING OR
MACHINING WOOD AND WOOD PRODUCTS
FLAMMABLE – POSSIBLE EXPLOSION HAZARD
MAY CAUSE RESPIRATORY, EYE AND SKIN IRRITATION
SOME SPECIES MAY CAUSE DERMATITIS OR ALLERGIC RESPONSE
THE INTERNATIONAL AGENCY FOR RESEARCH ON CANCER ( IARC )
CLASSIFIES WOOD DUST AS A NASAL CARCINOGEN IN HUMANS
For additional information see the Material Safety Data
Sheet on the Nelson Pine Industries Ltd
website www.nelsonpine.co.nz
7
Guarantee of Quality
NelsonPine LVL is manufactured in accordance with
the Plywood Association of Australasia Ltd (PAA)
quality control programme and product certification
scheme to the joint Australian and New Zealand
Standard AS/NZS 4357 Structural Laminated Veneer
Lumber. PAA is engaged to independently audit that
NelsonPine LVL is manufactured under a fully quality
controlled process. The PAA product certification
scheme is accredited under the government Joint
Accreditation System of Australia and New Zealand
(JAS-ANZ).
PAA’s process based quality control scheme includes
product testing and monitoring of properties. It
provides the basis for PAA’s Product Certification of
8
NelsonPine LVL as conforming to the requirements
of AS/NZS 4357 Structural Laminated Veneer
Lumber. It also ensures that NelsonPine LVL is “fit
for purpose” for structural applications in
accordance with NZS 3603:1993 Timber Structures
Standard - incl. Amend.1 and NZS 3604:1999 Timber
Framed Buildings - incl. Amend.1.
Nelson Pine Industries Ltd as manufacturer of
NelsonPine LVL and member of the PAA quality
control and certification scheme, undertakes to
replace any NelsonPine LVL found to have a defect
in manufacture or to not conform with the claimed
performance criteria.
9
Calculation Examples
Rafters - single span
Light sheet roof at 20kg/m2 - without ceiling
Single Span Rafters at 900mm centres max
Wind Zone = Medium, Maximum Span = 6300mm
Refer page 14
Enter Table at 20kg/m2 ➞ Single Span ➞ Wind Zone = Low and
Medium ➞ 900mm Spacing
Read down table to find a span greater than 6300mm
Member Size
NelsonPine LVL 240x45
Rafters - continuous span
Light sheet roof at 20kg/m2 - without ceiling
Continuous Span Rafters at 600mm centres max
Wind Zone = Low, Maximum Span = 6800mm
Refer page 17
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = Low
and Medium ➞ 600mm Spacing
Read down table to find a span greater than 6800mm
Member Size
NelsonPine LVL 200x45, NelsonPine LVL 170x63
Rafters - single span
Light sheet roof at 20kg/m2 - without ceiling
Single Span Rafters at 450mm centres max
Wind Zone = Very High, Maximum Span = 7800mm
Refer page 20
Enter Table at 20kg/m2 ➞ Single Span ➞ Wind Zone = High and
Very High ➞ 450mm Spacing
Read down table to find a span greater than 7800mm
Member Size
NelsonPine LVL 360x45, NelsonPine LVL 300x63
Rafters - continuous span
Light sheet roof at 20kg/m2 - without ceiling
Continuous Span Rafters at 1200mm centres max
Wind Zone = High, Maximum Span = 4800mm
Refer page 23
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = High
and Very High ➞ 1200mm Spacing
Read down table to find a span greater than 4800mm
Member Size
NelsonPine LVL 300x36, NelsonPine LVL 200x45
NelsonPine LVL 170x63
Hip Rafters
Heavy tile roof at 60kg/m2 - without ceiling
Continuous Span
Wind Zone = Low, Maximum Span = 4300mm
Refer page 26
Enter Table at 60kg/m2 ➞ Continuous Span ➞ Wind Zone = Low
and Medium
Read down table to find a span greater than 4300mm
Member Size
NelsonPine LVL 300x36, NelsonPine LVL 240x45
NelsonPine LVL 200x63
Roof Beams
ridge and intermediate beams - single span
Light sheet roof at 20kg/m2
Wind Zone = Medium
Roof Load Width = 2400mm, Single Span = 6000mm
Refer page 28
Enter Table at 20kg/m2 ➞ Single Span ➞ Wind Zone = Low and
Medium v RLW = 3000mm
Read down table to find a span greater than 6000mm
Member Size
NelsonPine LVL 2/300x36, NelsonPine LVL 300x63
Roof Beams
ridge and intermediate beams - single span
Heavy tile roof at 60kg/m2
Wind Zone = Low
Roof Load Width = 1800mm, Single Span = 6200mm
Refer page 30
Enter Table at 60kg/m2 ➞ Single Span ➞ Wind Zone = Low and
Medium ➞ RLW = 3000mm
Read down table to find a span greater than 6200mm
Member Size
NelsonPine LVL 2/400x45, NelsonPine LVL 460x63
10
Roof Beams
ridge and intermediate beams - continuous span
Light sheet roof at 20kg/m2
Wind Zone = Medium
Roof Load Width = 3200mm, Continuous Span = 7100mm
Refer page 32
Enter Table at 20kg/m2 Continuous Span ➞ Wind Zone = Low
and Medium ➞ RLW = 4500mm
Read down table to find a span greater than 7100mm
Member Size
NelsonPine LVL 2/300x36
(Minimum bearing length at central support = 45mm)
NelsonPine LVL 360x63
(Minimum bearing length at central support = 60mm)
Check bearing lengths at end supports. Refer to single span
table on page 28 ➞ minimum bearing lengths = 36mm
Roof Beams
ridge and intermediate beams - continuous span
Heavy tile roof at 60kg/m2
Wind Zone = Medium
Roof Load Width = 4100mm, Continuous Span = 6200mm
Refer page 34
Enter Table at 60kg/m2 Continuous Span ➞ Wind Zone = Low
and Medium ➞ RLW = 4500mm
Read down table to find a span greater than 6200mm
Member Size
NelsonPine LVL 2/300x45
(Minimum bearing length at central support = 60mm)
NelsonPine LVL 360x63
(Minimum bearing length at central support = 100mm)
Check bearing lengths at end supports. Refer to single span
table on page 30 ➞ minimum bearing lengths = 36mm
Roof Beams
ridge and intermediate beams - single span
Light sheet roof at 20kg/m2
Wind Zone = Very High
Roof Load Width = 2400mm, Single Span = 6000mm
Refer page 36
Enter Table at 20kg/m2 ➞ Single Span ➞ Wind Zone = High and
Very High ➞ RLW = 3000mm
Read down table to find a span greater than 6000mm
Member Size
NelsonPine LVL 2/300x45, NelsonPine LVL 460x63
Roof Beams
ridge and intermediate beams - single span
Heavy tile roof at 60kg/m2
Wind Zone = High
Roof Load Width = 1800mm, Single Span = 5000mm
Refer page 38
Enter Table at 60kg/m2 ➞ Single Span ➞ Wind Zone = High and
Very High ➞ RLW = 3000mm
Read down table to find a span greater than 5000mm
Member Size
NelsonPine LVL 2/300x45, NelsonPine LVL 360x63
Roof Beams
ridge and intermediate beams - continuous span
Light sheet roof at 20kg/m2
Wind Zone = High
Roof Load Width = 3200mm, Continuous Span = 4500mm
Refer page 40
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = High
and Very High ➞ RLW = 4500mm
Read down table to find a span greater than 4500mm
Member Size
NelsonPine LVL 2/200x36
(Minimum bearing length at central support = 45mm)
NelsonPine LVL 2/170x45
(Minimum bearing length at central support = 36mm)
NelsonPine LVL 240x63
(Minimum bearing length at central support = 60mm)
Check bearing lengths at end supports. Refer to single span
table on page 36 ➞ minimum bearing lengths = 36mm
Roof Beams
ridge and intermediate beams - continuous span
Heavy tile roof at 60kg/m2
Wind Zone = Very High
Roof Load Width = 4100mm, Continuous Span = 6200mm
Refer page 42
Enter Table at 60kg/m2 ➞ Continuous Span ➞ Wind Zone = High
and Very High ➞ RLW = 4500mm
Read down table to find a span greater than 6200mm
Member Size
NelsonPine LVL 2/300x45
(Minimum bearing length at central support = 60mm)
NelsonPine LVL 360x63
(Minimum bearing length at central support = 100mm)
Check bearing lengths at end supports. Refer to single span
table on page 38 ➞ minimum bearing lengths = 36mm
Underpurlins
Light sheet roof at 20kg/m2
Wind Zone = Medium
Roof Load Width = 3100mm, Continuous Span = 4100mm
Refer page 44
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = Low
and Medium ➞ RLW = 3600mm
Read down table to find a span greater than 4100mm
Member Size
NelsonPine LVL 300x36
(Minimum bearing length at central support = 45mm)
NelsonPine LVL 200x45 , NelsonPine LVL 150x63
Check bearing lengths at end supports. Refer to single span
table ➞ minimum bearing lengths = 36mm
Underpurlins
Light sheet roof at 20kg/m2
Wind Zone = Very High
Roof Load Width = 4100mm, Continuous Span = 4200mm
Refer page 47
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = High
and Very High ➞ RLW = 4200mm
Read down table to find a span greater than 4200mm
Member Size
NelsonPine LVL 360x45
(Minimum bearing length at central support = 60mm)
NelsonPine LVL 200x63
(Minimum bearing length at central support = 45mm)
Check bearing lengths at end supports. Refer to single span
table ➞ minimum bearing lengths = 36mm
Combined Ceiling Runner Strutting Beams
Light sheet roof at 40kg/m2
Wind Zone = Low, Ceiling Load Width = 1400mm
Roof Area Supported = 7.5m2 , Span = 6000mm
Refer page 56
Enter Table at 40kg/m2 ➞ Wind Zone = Low and Medium ➞
Ceiling Load Width = 1800mm ➞ Roof Area Supported = 8m2
Read down table to find a span greater than 6000mm
Member Size
NelsonPine LVL 460x63
Combined Ceiling Runner Strutting Beams
Light sheet roof at 40kg/m2
Wind Zone = Very High, Ceiling Load Width = 2000mm
Roof Area Supported = 5m2 , Span = 4100mm
Refer page 58
Enter Table at 40kg/m2 ➞ Wind Zone = High and Very High ➞
Ceiling Load Width = 3600mm ➞ Roof Area Supported = 6m2
Read down table to find a span greater than 4100mm
Member Size
NelsonPine LVL 300x63
Ceiling Runners
Ceiling Load Width = 3500mm, Maximum Span = 6500mm
Refer page 61
Enter Table at CLW = 3600mm
Read down table to find a span greater than 6500mm
Member Size
NelsonPine LVL 460x63
Counter Beams
Ceiling Load Width = 2300mm, Maximum Span = 3800mm
Refer page 62
Enter Table at CLW = 2400mm
Read down table to find a span greater than 3800mm
Member Size
NelsonPine LVL 200x36, NelsonPine LVL 170x63
Ceiling Joists
Continuous Span = 6400mm
Refer page 63
Read down table to find a span greater than 6400mm
Member Size
NelsonPine LVL 240x45 @ 600mm centres
NelsonPine LVL 200x63 @ 1200mm centres
NelsonPine LVL 170x63 @ 600mm centres
Verandah Beams
Heavy tile roof at 60kg/m
Wind Zone = Medium, Roof Area Supported = 8.5m2
Span = 4300mm
Refer page 50
Enter Table at 60kg/m2 ➞ Wind Zone = Low and Medium ➞
Roof Area Supported = 10m2
Read down table to find a span greater than 4300mm
Member Size
NelsonPine LVL 360x63
Light sheet roof at 20kg/m2 - without ceiling
Wind Zone = Medium
Roof Load Width = 2400mm, Continuous Span = 9000mm
Refer page 64
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = Low
and Medium ➞ Roof Load Width = 2700mm
Read down table to find a span greater than 9000mm
Member Size
NelsonPine LVL 400x63
(Minimum bearing length at supports = 45mm)
Counter Strutting Beams
Check bearing lengths at end supports. Refer to single span
table ➞ minimum bearing lengths = 36mm
Strutting Beams
2
2
Light sheet roof at 40kg/m
Wind Zone = Medium, Ceiling Load Width = 3400mm
Roof Area Supported = 10.5m2 , Span = 5000mm
Refer page 52
Enter Table at 40kg/m2 ➞ Wind Zone = Low and Medium ➞
Ceiling Load Width = 3600mm ➞ Roof Area Supported = 12m2
Read down table to find a span greater than 5000mm
Member Size
NelsonPine LVL 360x63
Counter Strutting Beams
Light sheet roof at 40kg/m2
Wind Zone = High
Ceiling Load Width = 3400mm
Roof Area Supported = 8.5m2
Span = 4800mm
Refer page 54
Enter Table at 40kg/m2 ➞ Wind Zone = High and Very High ➞
Ceiling Load Width = 3600mm ➞ Roof Area Supported = 10m2
Read down table to find a span greater than 4800mm
Member Size
NelsonPine LVL 360x63
Verandah Beams
Light sheet roof at 20kg/m2 - without ceiling, Wind Zone = High
Roof Load Width = 3500mm, Continuous Span = 5700mm
Refer page 67
Enter Table at 20kg/m2 ➞ Continuous Span ➞ Wind Zone = High
and Very High ➞ Roof Load Width = 3600mm
Read down table to find a span greater than 5700mm
Member Size
NelsonPine LVL 300x63
(Minimum bearing length at central support = 60mm)
Check bearing lengths at end supports. Refer to single span
table ➞ minimum bearing lengths = 36mm
Lintels - single or upper storey
Light sheet roof at 40 kg/m2
Roof Load Width = 2100mm, Maximum Span = 4800mm
Refer page 70
Enter Table at 40 kg/m2 ➞ Roof Load Width = 3000mm
Read down table to find a span greater than 4800mm
Member Size
NelsonPine LVL 360 x 45, NelsonPine LVL 2/300 x 45
11
Lintels - lower of two storeys
Light Roof at 40 kg/m2
Floor Load Width = 3000mm, Roof Load Width = 4200mm
Maximum Span = 3600mm
Refer page 72
Enter Table at 40kg/m2 ➞ Floor Load Width = 3600mm ➞ Roof
Load Width = 4500mm
Read down table to find a span greater than 3600mm
Member Size
NelsonPine LVL 2/360x45
(Minimum bearing length at supports = 45mm)
NelsonPine LVL 400x63
(Minimum bearing length at supports = 60mm)
Lintels - lower of two storeys
Heavy tile roof at 90kg/m2
Floor Load Width = 2300mm, Roof Load Width = 3200mm
Maximum Span = 3500mm
Refer page 74
Enter Table at 90kg/m2 ➞ Floor Load Width = 2400mm ➞ Roof
Load Width = 4500mm
Read down table to find a span greater than 3500mm
Member Size
NelsonPine LVL 2/360x45
NelsonPine LVL 400x63
(Minimum bearing length at supports = 45mm)
Floor Joists - without ceiling - single span
Floor Live Load = 2.0 kPa
Single Span Joists at 450mm centres max
Maximum Span = 5200mm
Refer page 76
Enter Table at 30kg/m2 ➞ Single Span ➞ Floor Live Load =
2.0 kPa ➞ 450mm Spacing
Read down table to find a span greater than 5200mm
Member Size
NelsonPine LVL 300x45
Floor Joists - with ceiling - single span
Floor Live Load = 2.0 kPa
Single Span Joists at 400mm centres max
Maximum Span = 4800mm
Refer page 78
Enter Table at 40kg/m2 ➞ Single Span ➞ Floor Live Load =
2.0 kPa ➞ 400mm Spacing
Read down table to find a span greater than 4800mm
Member Size
NelsonPine LVL 300x36, NelsonPine LVL 240x63
Floor Joists - without ceiling - continuous span
Floor Live Load = 1.5 kPa
Continuous Span Joists at 600mm centres max
Maximum Span = 4000mm
Refer page 80
Enter Table at 30kg/m2 ➞ Continuous Span ➞ Floor Live Load =
1.5 kPa ➞ 600mm Spacing
Read down table to find a span greater than 4000mm
Member Size
NelsonPine LVL 200x36, NelsonPine LVL 170x63
Floor Joists - with ceiling - continuous span
Floor Live Load = 1.5 kPa
Continuous Span Joists at 400mm centres max
Maximum Span = 4200mm
Refer page 82
Enter Table at 40kg/m2 ➞ Continuous Span ➞ Floor Live Load =
1.5 kPa ➞ 400mm Spacing
Read down table to find a span greater than 4200mm
Member Size
NelsonPine LVL 200x36, NelsonPine LVL 170x45
NelsonPine LVL 150x63
Bearers - supporting floor joists only
without ceiling - single span
Floor Load Width = 3800mm, Maximum Span = 3400mm
Refer page 84
Enter Table at 30kg/m2 ➞ Floor Load Width = 4200mm
Read down table to find a span greater than 3400mm
Member Size
NelsonPine LVL 360x45
(Minimum bearing length at supports = 75mm)
NelsonPine LVL 2/300x45
(Minimum bearing length at supports = 45mm)
12
Bearers - supporting floor joists only
without ceiling - continuous span
Floor Load Width = 4400mm
Maximum Span = 4000mm
Refer page 86
Enter Table at 30kg/m2 ➞ Floor Load Width = 4800mm
Read down table to find a span greater than 4000mm
Member Size
NelsonPine LVL 2/300x36
(Minimum bearing length at central support = 150mm)
NelsonPine LVL 360x63
(Minimum bearing length at central support = 150mm)
Check bearing lengths at end supports. Refer to single span
table on page 84 ➞ minimum bearing lengths = 45mm
Bearers
light sheet roof - single storey - single span
Light sheet roof at 40kg/m2
Floor Load Width = 1900mm, Roof Load Width = 2700mm
Maximum Span = 2600mm
Refer page 88
Enter Table at 40kg/m2 ➞ RLW = 3000mm ➞ FLW = 2400mm
Read down table to find a span greater than 2600mm
Member Size
NelsonPine LVL 2/300x36 ,NelsonPine LVL 300x45
NelsonPine LVL 2/240x45
Bearers
heavy tile roof - single storey - single span
Heavy tile roof at 90kg/m2
Floor Load Width = 2300mm, Roof Load Width = 5000mm
Maximum Span = 3100mm
Refer page 90
Enter Table at 90kg/m2 ➞ RLW = 6000mm ➞ FLW = 2400mm
Read down table to find a span greater than 3100mm
Member Size
NelsonPine LVL 400x45
(Minimum bearing length at supports = 75mm)
NelsonPine LVL 2/360x45
(Minimum bearing length at supports = 45mm)
NelsonPine LVL 360x63
(Minimum bearing length at supports = 45mm)
Bearers
light sheet roof - single storey - continuous span
Light sheet roof at 40kg/m2
Floor Load Width = 1000mm, Roof Load Width = 3200mm
Maximum Span = 4000mm
Refer page 92
Enter Table at 40kg/m2 ➞ RLW = 4500mm ➞ FLW = 1200mm
Read down table to find a span greater than 4000mm
Member Size
NelsonPine LVL 2/300x36
(Minimum bearing length at central support = 75mm)
NelsonPine LVL 360x45
(Minimum bearing length at central support = 100mm)
NelsonPine LVL 300x63
(Minimum bearing length at central support = 75mm)
Check bearing lengths at end supports. Refer to single span
table on page 88 ➞ minimum bearing lengths = 45mm
Bearers
heavy tile roof - single storey - continuous span
Heavy tile roof at 90kg/m2
Floor Load Width = 1100mm, Roof Load Width = 2900mm
Maximum Span = 3000mm
Refer page 94
Enter Table at 90kg/m2 ➞ RLW = 3000mm ➞ FLW = 1200mm
Read down table to find a span greater than 3000mm
Member Size
NelsonPine LVL 300x36
(Minimum bearing length at central support = 100mm)
NelsonPine LVL 2/240x36
(Minimum bearing length at central support = 75mm)
NelsonPine LVL 2/200x45
(Minimum bearing length at central support = 75mm)
NelsonPine LVL 240x63
(Minimum bearing length at central support = 75mm)
Check bearing lengths at end supports. Refer to single span
table on page 90 ➞ minimum bearing lengths = 45mm
Bearers
double storey - light sheet roof - single span
Light sheet roof at 40kg/m2
Floor Load Width Level 1 = 1300mm
Floor Load Width Level 2 = 1000mm
Roof Load Width = 4000mm
Maximum Span = 3200mm
Refer page 96
Enter Table at 40kg/m2 ➞ RLW = 4500mm ➞ FLW 1 = 2400mm
➞ FLW 2 = 1200mm
Read down table to find a span greater than 3200mm
Member Size
NelsonPine LVL 2/360x45
(Minimum bearing length at supports = 45mm)
NelsonPine LVL 400x63
(Minimum bearing length at supports = 75mm)
Bearers
double storey - heavy tile roof - single span
Heavy tile roof at 90kg/m2
Floor Load Width Level 1 = 1400mm
Floor Load Width Level 2 = 1200mm
Roof Load Width = 2900mm
Maximum Span = 2700mm
Refer page 102
Enter Table at 90kg/m2 ➞ RLW = 3000mm ➞ FLW 1 = 2400mm
➞ FLW 2 = 1200mm
Read down table to find a span greater than 2700mm
Member Size
NelsonPine LVL 360x45
(Minimum bearing length at supports = 75mm)
NelsonPine LVL 2/300x45
(Minimum bearing length at supports = 45mm)
NelsonPine LVL 360x63
(Minimum bearing length at supports = 45mm)
Bearers
double storey - light sheet roof - continuous span
Light sheet roof at 40kg/m2
Floor Load Width Level 1 = 2400mm
Floor Load Width Level 2 = 1200mm
Roof Load Width = 6000mm
Maximum Span = 4000mm
Refer page 108
Enter Table at 40kg/m2 ➞ RLW = 6000mm ➞ FLW 1 = 2400mm
➞ FLW 2 = 1200mm
Read down table to find a span greater than 4000mm
Member Size
NelsonPine LVL 2/360x45
(Minimum bearing length at central support = 150mm)
NelsonPine LVL 360x63
(Minimum bearing length at central support = 150mm)
Check bearing lengths at end supports. Refer to single span
table on page 96
NelsonPine LVL 2/360x45 - Minimum bearing length at end
supports = 45mm
NelsonPine LVL 360x63 - Minimum bearing length at end
supports = 45mm
Bearers
double storey - heavy tile roof - continuous span
Heavy tile roof at 90kg/m2
Floor Load Width Level 1 = 1500mm
Floor Load Width Level 2 = 1200mm
Roof Load Width = 6200mm
Maximum Span = 3700mm
Refer page 114
Enter Table at 90kg/m2 ➞ RLW = 7500mm ➞ FLW 1 = 2400mm
➞ FLW 2 = 1200mm
Read down table to find a span greater than 3700mm
Member Size
NelsonPine LVL 2/360x45
(Minimum bearing length at central support = 200mm)
NelsonPine LVL 400x63
(Minimum bearing length at central support = 200mm)
Check bearing lengths at end supports. Refer to single span
table on page 102
NelsonPine LVL 2/360x45 - Minimum bearing length at end
supports = 75mm
NelsonPine LVL 400x63 - Minimum bearing length at end
supports = 75mm
Bearers for Pole Frame Construction
supporting floor joists only - without ceiling
single span
Floor Load Width = 3500mm
Maximum Span = 3800mm
Refer page 120
Enter Table at 30kg/m2 ➞ Floor Load Width = 3600mm
Read down table to find a span greater than 3800mm
Member Size
NelsonPine LVL 2/300x45
Bearers for Pole Frame Construction
supporting floor joists only - without ceiling
continuous span
Floor Load Width = 4700mm
Maximum Span = 4300mm
Refer page 122
Enter Table at 30kg/m2 ➞ Floor Load Width = 4800mm
Read down table to find a span greater than 4300mm
Member Size
NelsonPine LVL 2/360x45
(Minimum bearing length at central support = 100mm)
NelsonPine LVL 2/300x63
(Minimum bearing length at central support = 75mm)
Check bearing lengths at end supports. Refer to single span
table on page 120 ➞ minimum bearing lengths = 45mm
Bearers for Pole Frame Construction
single storey - light sheet roof - single span
Light sheet roof at 40kg/m2
Floor Load Width = 2100mm, Roof Load Width = 2900mm
Maximum Span = 3200mm
Refer page 124
Enter Table at 40kg/m2 ➞ RLW = 3000mm ➞ FLW = 2400mm
Read down table to find a span greater than 3200mm
Member Size
NelsonPine LVL 2/300x36
Bearers for Pole Frame Construction
single storey - heavy tile roof - single span
Heavy tile roof at 90kg/m2
Floor Load Width = 2000mm, Roof Load Width = 5800mm
Maximum Span = 4100mm
Refer page 126
Enter Table at 90kg/m2 ➞ RLW = 6000mm ➞ FLW = 2400mm
Read down table to find a span greater than 4100mm
Member Size
NelsonPine LVL 2/400x63
Bearers for Pole Frame Construction
single storey - light sheet roof - continuous span
Light sheet roof at 40kg/m2
Floor Load Width = 1500mm, Roof Load Width = 3600mm
Maximum Span = 4500mm
Refer page 128
Enter Table at 40kg/m2 ➞ RLW = 4500mm ➞ FLW = 2400mm
Read down table to find a span greater than 4500mm
Member Size
NelsonPine LVL 2/360x45 (Minimum bearing length at central
support = 75mm)
NelsonPine LVL 2/300x63 (Minimum bearing length at central
support = 75mm)
Check bearing lengths at end supports. Refer to single span
table on page 124 ➞ minimum bearing lengths = 45mm
Bearers for Pole Frame Construction
single storey - heavy tile roof - continuous span
Heavy tile roof at 90kg/m2
Floor Load Width = 1300mm, Roof Load Width = 2500mm
Maximum Span = 3000mm
Refer page 130
Enter Table at 90kg/m2 ➞ RLW = 3000mm ➞ FLW = 2400mm
Read down table to find a span greater than 3000mm
Member Size
NelsonPine LVL 2/240x36
(Minimum bearing length at central support = 75mm)
NelsonPine LVL 2/200x63
(Minimum bearing length at central support = 45mm)
Check bearing lengths at end supports. Refer to single span
table on page 126 ➞ minimum bearing lengths = 45mm
13
Ridgeboard
Rafters-
L &M
Plan
dimension Rafter Span
WIND ZONES
single spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Overhang
Roof
Slope
Rafter
Spacing
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
3300
600
4200
900
4800
1200
5400
1400
6200
1700
6900
2000
7600
2100
3500
700
4400
1200
5100
1500
5700
1900
6400
2400
7200
3000
8300
3500
9300
3600
9900
3600
3800
1000
4800
1600
5400
2000
6000
2500
6700
3200
7500
3600
8600
4100
9700
4600
10300
4900
11200
5300
13200
6300
Minimum bearing lengths at support
Span O/hang
3000
600
3900
900
4400 1200
5000 1400
5800 1700
6200 1900
6800 2000
3200
700
4100 1100
4700 1500
5300 1800
6100 2300
6900 2900
8000 3400
9000 3500
9600 3500
3500 1000
4500 1500
5100 2000
5700 2400
6400 3000
7200 3400
8400 4000
9400 4400
10000 4700
10900 5200
12900 6100
Span O/hang
2700
600
3500
900
4000
1200
4500
1400
5000
1700
5300
1900
5800
2000
2900
700
3700
1100
4200
1400
4800
1800
5500
2200
6400
2800
7300
3200
7800
3300
8200
3300
3200
900
4100
1500
4600
1900
5200
2300
6000
2800
6800
3200
7900
3700
8900
4200
9500
4500
10400
4900
12400
5900
36mm
Overhangs - The overhanging rafters must be tied together at their ends by a fascia
board. No overhang is to be greater than one half of the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Notches and Birdsmouths - At the supports for the rafters, the maximum allowable
notch or birdsmouth depth must be less than 30% of the overall member depth.
14
Span O/hang
2500
600
3200
900
3700 1100
4100 1300
4500 1600
4800 1800
5200 1900
2600
700
3400 1100
3900 1400
4400 1700
5100 2200
6000 2700
6500 3100
7000 3200
7300 3200
2900
900
3700 1400
4300 1800
4800 2200
5600 2600
6500 3100
7500 3600
8500 4000
9100 4300
10000 4700
12000 5500
Light sheet roof - with ceiling - 40kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2700
600
3500
900
4000
1200
4500
1400
5200
1700
6100
1900
7200
2000
2900
700
3700
1100
4200
1400
4800
1800
5500
2200
6400
2800
7500
3200
8400
3300
9000
3300
3200
900
4100
1500
4600
1900
5200
2300
6000
2800
6800
3200
7900
3700
8900
4200
9500
4500
10400
4900
12400
5900
Minimum bearing lengths at support
Span O/hang
2500
600
3200
900
3700 1100
4100 1300
4800 1600
5700 1800
6800 1900
2600
700
3400 1100
3900 1400
4400 1700
5100 2200
6100 2700
7100 3100
8000 3200
8600 3200
2900
900
3700 1400
4300 1800
4800 2200
5600 2600
6500 3100
7500 3600
8500 4000
9100 4300
10000 4700
12000 5700
Span O/hang
2200
600
2800
900
3200
1100
3700
1300
4300
1500
5100
1700
6200
1800
2300
700
3000
1000
3500
1300
3900
1600
4600
2000
5500
2500
6500
2800
7400
2900
8000
3000
2600
900
3300
1400
3800
1700
4300
2000
5000
2300
6000
2800
7000
3300
7900
3800
8500
4000
9400
4400
11300
5400
Span O/hang
2000
500
2600
800
3000 1000
3300 1200
3900 1500
4700 1600
5800 1700
2100
700
2700 1000
3200 1300
3600 1500
4200 1900
5000 2300
6200 2700
7000 2800
7600 2800
2400
900
3100 1300
3500 1600
4000 1800
4600 2200
5500 2600
6600 3100
7500 3600
8100 3800
8900 4200
10800 5000
36mm
Heavy tile roof - without ceiling - 60kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2400
600
3100
900
3500
1100
4000
1300
4700
1600
5600
1800
6600
1900
2500
700
3300
1100
3800
1400
4300
1700
5000
2100
5900
2600
6900
3000
7900
3100
8400
3100
2800
900
3600
1400
4200
1800
4700
2200
5400
2500
6300
3000
7400
3500
8300
4000
8900
4200
9800
4700
11800
5600
Minimum bearing lengths at support
Span O/hang
2200
600
2800
900
3200 1100
3700 1300
4300 1500
5100 1700
6200 1800
2300
700
3000 1000
3500 1300
3900 1600
4600 2000
5500 2500
6500 2800
7400 2900
8000 3000
2600
900
3300 1400
3800 1700
4300 2000
5000 2300
6000 2800
7000 3300
7900 3800
8500 4000
9400 4400
11300 5400
Span O/hang
1900
500
2500
800
2800
1000
3200
1200
3800
1400
4500
1600
5600
1700
2000
600
2600
1000
3100
1200
3500
1500
4100
1900
4800
2300
6000
2600
6800
2700
7400
2700
2300
800
2900
1300
3400
1600
3800
1800
4500
2100
5400
2500
6400
3100
7300
3500
7900
3700
8700
4100
10600
5000
Span O/hang
1700
500
2200
800
2600 1000
2900 1100
3500 1300
4100 1500
5200 1600
1900
600
2400
900
2800 1200
3200 1400
3700 1700
4400 2100
5500 2400
6400 2500
6900 2500
2100
800
2700 1200
3100 1400
3500 1600
4100 1900
4900 2300
6100 2800
6900 3300
7500 3500
8200 3900
10000 4600
36mm
15
Heavy tile roof - with ceiling - 90kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2100
500
2700
900
3100
1100
3500
1300
4100
1500
4900
1700
6100
1800
2200
700
2900
1000
3300
1300
3800
1600
4400
2000
5300
2400
6400
2800
7300
2900
7800
2900
2500
900
3200
1400
3700
1700
4200
1900
4900
2300
5800
2700
6800
3200
7800
3700
8300
4000
9200
4400
11100
5300
Minimum bearing lengths at support
16
Span O/hang
1900
500
2500
800
2800 1000
3200 1200
3800 1400
4500 1600
5600 1700
2000
600
2600 1000
3100 1200
3500 1500
4100 1900
4800 2300
6000 2600
6800 2700
7400 2700
2300
800
2900 1300
3400 1600
3800 1800
4500 2100
5400 2500
6400 3100
7300 3500
7900 3700
8700 4100
10600 5000
36mm
Span O/hang
1700
500
2200
800
2500
1000
2800
1100
3300
1300
4000
1500
5000
1500
1800
600
2300
900
2700
1200
3000
1400
3600
1700
4300
2000
5300
2300
6300
2400
6800
2400
2000
800
2600
1200
3000
1400
3400
1600
4000
1800
4700
2200
5900
2700
6700
3200
7300
3400
8000
3800
9800
4500
Span O/hang
1500
500
2000
700
2300
900
2600 1000
3000 1200
3600 1400
4500 1400
1600
600
2100
900
2400 1100
2800 1300
3300 1500
3900 1800
4900 2100
5800 2200
6300 2200
1800
800
2400 1100
2700 1300
3100 1400
3600 1700
4300 2000
5400 2500
6300 3000
6800 3200
7600 3600
9200 4000
Rafter
Span 1
Ridgeboard
Rafters-
L &M
Plan
dimension
WIND ZONES
Rafter
Span 2
continuous spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Overhang
Underpurlin
Roof
Slope
Rafter
Spacing
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
4000
600
5100
900
5600
1200
5900
1400
6400
1700
6800
2000
7300
2100
4600
700
5800
1200
6500
1500
7100
1900
7700
2400
8300
3000
8900
3500
9400
3600
9700
3600
5100
1000
6300
1600
6900
2000
7500
2500
8400
3200
9400
3600
10800
4100
12100
4600
12800
4900
13500
5300
14300
6300
Minimum bearing lengths at central support
Span O/hang
3600
600
4500
900
5000 1200
5400 1400
5800 1700
6200 1900
6700 2000
4000
700
5200 1100
5800 1500
6300 1800
7000 2300
7600 2900
8200 3400
8700 3500
9000 3500
4700 1000
6000 1500
6600 2000
7200 2400
8000 3000
9000 3400
10400 4000
11700 4400
12100 4700
12600 5200
13500 6100
Span O/hang
3000
600
3800
900
4200
1200
4600
1400
5000
1700
5400
1900
5900
2000
3300
700
4300
1100
4900
1400
5400
1800
6000
2200
6600
2800
7300
3200
7700
3300
8000
3300
3900
900
5000
1500
5800
1900
6500
2300
7500
2800
8500
3200
9700
3700
10500
4200
10900
4500
11400
4900
12300
5900
Span O/hang
2600
600
3300
900
3700 1100
4100 1300
4500 1600
4900 1800
5400 1900
2900
700
3700 1100
4300 1400
4800 1700
5400 2200
6000 2700
6600 3100
7100 3200
7300 3200
3400
900
4400 1400
5100 1800
5700 2200
6600 2600
7700 3100
8800 3600
9600 4000
10000 4300
10500 4700
11400 5500
36mm
Overhangs - The overhanging rafters must be tied together at their ends by a fascia
board. No overhang is to be greater than one half of the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Notches and Birdsmouths - At the supports for the rafters, the maximum allowable
notch or birdsmouth depth must be less than 30% of the overall member depth.
17
Light sheet roof - with ceiling - 40kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
3400
600
4600
900
5000
1200
5400
1400
5900
1700
6300
1900
6700
2000
3900
700
5000
1100
5700
1400
6300
1800
7000
2200
7700
2800
8300
3200
8800
3300
9000
3300
4300
900
5400
1500
6200
1900
6700
2300
7500
2800
8500
3200
9800
3700
11100
4200
11900
4500
12700
4900
13600
5900
Minimum bearing lengths at central support
Span O/hang
3200
600
4000
900
4500 1100
4900 1300
5300 1600
5700 1800
6200 1900
3500
700
4600 1100
5200 1400
5700 1700
6400 2200
7000 2700
7600 3100
8100 3200
8400 3200
3900
900
5000 1400
5800 1800
6400 2200
7100 2600
8100 3100
9400 3600
10600 4000
11400 4300
11900 4700
12700 5700
Span O/hang
2600
600
3400
900
3800
1100
4200
1300
4600
1500
5000
1700
5400
1800
2900
700
3800
1000
4300
1300
4800
1600
5400
2000
6100
2500
6700
2800
7200
2900
7400
3000
3400
900
4500
1400
5100
1700
5800
2000
6600
2300
7500
2800
8700
3300
9700
3800
10100
4000
10600
4400
11500
5400
Span O/hang
2300
500
2900
800
3300 1000
3700 1200
4100 1500
4500 1600
5000 1700
2500
700
3300 1000
3800 1300
4300 1500
4800 1900
5400 2300
6100 2700
6500 2800
6800 2800
3000
900
3900 1300
4500 1600
5100 1800
5900 2200
6900 2600
8000 3100
8900 3600
9300 3800
9700 4200
10700 5000
36mm
Heavy tile roof - without ceiling - 60kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
3100
600
4100
900
4700
1100
5000
1300
5500
1600
5900
1800
6400
1900
3400
700
4400
1100
5100
1400
5700
1700
6500
2100
7200
2600
7800
3000
8300
3100
8600
3100
3800
900
4900
1400
5600
1800
6200
2200
7000
2500
7900
3000
9200
3500
10400
4000
11200
4200
12000
4700
12700
5600
Minimum bearing lengths at central support
18
Span O/hang
2800
600
3700
900
4100 1100
4500 1300
4900 1500
5400 1700
5800 1800
3100
700
4000 1000
4700 1300
5300 1600
5900 2000
6500 2500
7200 2800
7600 2900
7900 3000
3500
900
4500 1400
5100 1700
5800 2000
6600 2300
7500 2800
8700 3300
9900 3800
10600 4000
11200 4400
12000 5400
36mm
Span O/hang
2400
500
3100
800
3500
1000
3800
1200
4200
1400
4700
1600
5100
1700
2600
600
3400
1000
4000
1200
4400
1500
5000
1900
5600
2300
6300
2600
6700
2700
7000
2700
3100
800
4000
1300
4600
1600
5200
1800
6000
2100
6900
2500
8000
3100
9100
3500
9500
3700
10000
4100
10900
5000
Span O/hang
2100
500
2700
800
3000 1000
3400 1100
3800 1300
4200 1500
4600 1600
2300
600
3000
900
3400 1200
3900 1400
4400 1700
5000 2100
5700 2400
6100 2500
6400 2500
2700
800
3500 1200
4100 1400
4600 1600
5400 1900
6300 2300
7400 2800
8300 3300
8700 3500
9200 3900
10100 4600
Heavy tile roof - with ceiling - 90kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2700
500
3600
900
4200
1100
4500
1300
5000
1500
5400
1700
5800
1800
3000
700
3900
1000
4500
1300
5100
1600
5900
2000
6500
2400
7100
2800
7500
2900
7800
2900
3300
900
4300
1400
5000
1700
5600
1900
6400
2300
7300
2700
8500
3200
9700
3700
10400
4000
10900
4400
11700
5300
Minimum bearing lengths at central support
Span O/hang
2400
500
3300
800
3700 1000
4100 1200
4500 1400
4900 1600
5300 1700
2700
600
3600 1000
4100 1200
4600 1500
5300 1900
5900 2300
6500 2600
6900 2700
7200 2700
3100
800
4000 1300
4600 1600
5200 1800
6000 2100
6900 2500
8000 3100
9200 3500
9700 3700
10200 4100
11000 5000
36mm
Span O/hang
2100
500
2700
800
3100
1000
3400
1100
3800
1300
4200
1500
4700
1500
2300
600
3000
900
3500
1200
3900
1400
4500
1700
5100
2000
5700
2300
6100
2400
6400
2400
2700
800
3500
1200
4000
1400
4500
1600
5300
1800
6300
2200
7400
2700
8200
3200
8600
3400
9100
3800
9900
4500
Span O/hang
1800
500
2400
700
2700
900
3000 1000
3400 1200
3800 1400
4200 1400
2000
600
2600
900
3000 1100
3400 1300
4000 1500
4500 1800
5200 2100
5600 2200
5800 2200
2400
800
3100 1100
3600 1300
4100 1400
4800 1700
5600 2000
6700 2500
7500 3000
7900 3200
8300 3600
9200 4000
45mm
19
Ridgeboard
Rafters-
H &VH
Plan
dimension Rafter Span
WIND ZONES
single spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Overhang
Roof
Slope
Rafter
Spacing
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
3300
600
4200
900
4500
1200
4700
1400
4900
1700
5300
2000
5700
2100
3500
700
4400
1200
5100
1500
5700
1900
6200
2400
6700
3000
7200
3500
7800
3600
8100
3600
3800
1000
4800
1600
5400
2000
6000
2500
6700
3200
7500
3600
8600
4100
9700
4600
10300
4900
11200
5300
13200
6300
Minimum bearing lengths at support
Span O/hang
3000
600
3800
900
4000 1200
4200 1400
4500 1700
4800 1900
5200 2000
3200
700
4100 1100
4700 1500
5300 1800
5600 2300
6000 2900
6500 3200
7000 34 00
7300 3500
3500 1000
4500 1500
5100 2000
5700 2400
6400 3000
7200 3400
8400 4000
9400 4400
10000 4700
10900 5200
12400 6100
Span O/hang
2700
600
3300
900
3500
1200
3700
1400
3900
1700
4100
1900
4500
2000
2900
700
3700
1100
4200
1400
4600
1800
4900
2200
5200
2500
5600
2700
6000
2900
6200
3000
3200
900
4100
1500
4600
1900
5200
2300
6000
2800
6800
3200
7900
3700
8500
4200
8800
4300
9300
4600
10400
5100
36mm
Overhangs - The overhanging rafters must be tied together at their ends by a fascia
board. No overhang is to be greater than one half of the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Notches and Birdsmouths - At the supports for the rafters, the maximum allowable
notch or birdsmouth depth must be less than 30% of the overall member depth.
20
Span O/hang
2500
600
3000
900
3200 1100
3300 1300
3500 1600
3700 1800
4000 1900
2600
700
3400 1100
3900 1400
4100 1700
4400 2100
4700 2300
5100 2500
5400 2600
5600 2700
2900
900
3700 1400
4300 1800
4800 2200
5600 2600
6500 3100
7200 3500
7600 3700
7900 3900
8400 4100
9300 4600
Light sheet roof - with ceiling - 40kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2700
600
3500
900
4000
1200
4500
1400
5200
1700
5500
1900
6000
2000
2900
700
3700
1100
4200
1400
4800
1800
5500
2200
6400
2800
7500
3200
8200
3300
8600
3300
3200
900
4100
1500
4600
1900
5200
2300
6000
2800
6800
3200
7900
3700
8900
4200
9500
4500
10400
4900
12400
5900
Minimum bearing lengths at support
Span O/hang
2500
600
3200
900
3700 1100
4100 1300
4700 1600
5000 1800
5400 1900
2600
700
3400 1100
3900 1400
4400 1700
5100 2200
6100 2700
6800 3100
7300 3200
7600 3200
2900
900
3700 1400
4300 1800
4800 2200
5600 2600
6500 3100
7500 3600
8500 4000
9100 4300
10000 4700
12000 5700
Span O/hang
2200
600
2800
900
3200
1100
3700
1300
4000
1500
4300
1700
4700
1800
2300
700
3000
1000
3500
1300
3900
1600
4600
2000
5400
2500
5900
2800
6300
2900
6500
3000
2600
900
3300
1400
3800
1700
4300
2000
5000
2300
6000
2800
7000
3300
7900
3800
8500
4000
9400
4400
11000
5400
Span O/hang
2000
500
2600
800
3000 1000
3300 1200
3700 1500
3900 1600
4200 1700
2100
700
2700 1000
3200 1300
3600 1500
4200 1900
4900 2300
5300 2600
5700 2800
5900 2800
2400
900
3100 1300
3500 1600
4000 1800
4600 2200
5500 2600
6600 3100
7500 3600
8100 3800
8800 4200
9800 4800
36mm
Heavy tile roof - without ceiling - 60kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2400
600
3100
900
3500
1100
4000
1300
4700
1600
5600
1800
6400
1900
2500
700
3300
1100
3800
1400
4300
1700
5000
2100
5900
2600
6900
3000
7900
3100
8400
3100
2800
900
3600
1400
4200
1800
4700
2200
5400
2500
6300
3000
7400
3500
8300
4000
8900
4200
9800
4700
11800
5600
Minimum bearing lengths at support
Span O/hang
2200
600
2800
900
3200 1100
3700 1300
4300 1500
5100 1700
5700 1800
2300
700
3000 1000
3500 1300
3900 1600
4600 2000
5500 2500
6500 2800
7400 2900
8000 3000
2600
900
3300 1400
3800 1700
4300 2000
5000 2300
6000 2800
7000 3300
7900 3800
8500 4000
9400 4400
11300 5400
Span O/hang
1900
500
2500
800
2800
1000
3200
1200
3800
1400
4500
1600
4900
1700
2000
600
2600
1000
3100
1200
3500
1500
4100
1900
4800
2300
6000
2600
6600
2700
6900
2700
2300
800
2900
1300
3400
1600
3800
1800
4500
2100
5400
2500
6400
3100
7300
3500
7900
3700
8700
4100
10600
5000
Span O/hang
1700
500
2200
800
2600 1000
2900 1100
3500 1300
4100 1500
4500 1600
1900
600
2400
900
2800 1200
3200 1400
3700 1700
4400 2100
5500 2400
6000 2500
6200 2500
2100
800
2700 1200
3100 1400
3500 1600
4100 1900
4900 2300
6100 2800
6900 3300
7500 3500
8200 3900
10000 4500
36mm
21
Heavy tile roof - with ceiling - 90kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2100
500
2700
900
3100
1100
3500
1300
4100
1500
4900
1700
6100
1800
2200
700
2900
1000
3300
1300
3800
1600
4400
2000
5300
2400
6400
2800
7300
2900
7800
2900
2500
900
3200
1400
3700
1700
4200
1900
4900
2300
5800
2700
6800
3200
7800
3700
8300
4000
9200
4400
11100
5300
Minimum bearing lengths at central support
22
Span O/hang
1900
500
2500
800
2800 1000
3200 1200
3800 1400
4500 1600
5600 1700
2000
600
2600 1000
3100 1200
3500 1500
4100 1900
4800 2300
6000 2600
6800 2700
7400 2700
2300
800
2900 1300
3400 1600
3800 1800
4500 2100
5400 2500
6400 3100
7300 3500
7900 3700
8700 4100
10600 5000
36mm
Span O/hang
1700
500
2200
800
2500
1000
2800
1100
3300
1300
4000
1500
5000
1500
1800
600
2300
900
2700
1200
3000
1400
3600
1700
4300
2000
5300
2300
6300
2400
6800
2400
2000
800
2600
1200
3000
1400
3400
1600
4000
1800
4700
2200
5900
2700
6700
3200
7300
3400
8000
3800
9800
4500
Span O/hang
1500
500
2000
700
2300
900
2600 1000
3000 1200
3600 1400
4500 1400
1600
600
2100
900
2400 1100
2800 1300
3300 1500
3900 1800
4900 2100
5800 2200
6300 2200
1800
800
2400 1100
2700 1300
3100 1400
3600 1700
4300 2000
5400 2500
6300 3000
6800 3200
7600 3600
9200 4000
Rafter
Span 1
Ridgeboard
Rafters-
H &VH
Plan
dimension
WIND ZONES
Rafter
Span 2
continuous spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Overhang
Underpurlin
Roof
Slope
Rafter
Spacing
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
3800
600
4700
900
5200
1200
5600
1400
6000
1700
6400
2000
6900
2100
4200
700
5400
1200
6000
1500
6600
1900
7200
2400
7900
3000
8500
3500
9000
3600
9300
3600
4900
1000
6300
1600
6900
2000
7500
2500
8400
3200
9400
3600
10800
4100
12100
4600
12600
4900
13200
5300
14100
6300
Minimum bearing lengths at central support
Span O/hang
3300
600
4100
900
4600 1200
5000 1400
5400 1700
5800 1900
6300 2000
3700
700
4700 1100
5300 1500
5900 1800
6500 2300
7200 2900
7800 3200
8300 3400
8600 3500
4300 1000
5600 1500
6400 2000
7200 2400
8000 3000
9000 3400
10400 4000
11300 4400
11700 4700
12200 5200
13200 6100
Span O/hang
2700
600
3500
900
3900
1200
4200
1400
4700
1700
5000
1900
5400
2000
3000
700
3900
1100
4500
1400
5000
1800
5600
2200
6200
2500
6800
2700
7300
2900
7600
3000
3500
900
4600
1500
5300
1900
6000
2300
6900
2800
8000
3200
9200
3700
10000
4200
10400
4300
10900
4600
11800
5100
Span O/hang
2300
600
3000
900
3400 1100
3800 1300
4200 1600
4500 1800
4900 1900
2600
700
3400 1100
3900 1400
4400 1700
5000 2100
5600 2300
6200 2500
6600 2600
6800 2700
3100
900
4000 1400
4600 1800
5200 2200
6100 2600
7100 3100
8200 3500
9100 3700
9500 3900
10000 4100
10900 4600
36mm
Overhangs - The overhanging rafters must be tied together at their ends by a fascia
board. No overhang is to be greater than one half of the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Notches and Birdsmouths - At the supports for the rafters, the maximum allowable
notch or birdsmouth depth must be less than 30% of the overall member depth.
23
Light sheet roof - with ceiling - 40kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
3400
600
4400
900
4800
1200
5200
1400
5700
1700
6100
1900
6600
2000
3900
700
5000
1100
5600
1400
6200
1800
6800
2200
7400
2800
8100
3200
8600
3300
8900
3300
4300
900
5400
1500
6200
1900
6700
2300
7500
2800
8500
3200
9800
3700
11100
4200
11900
4500
12600
4900
13500
5900
Minimum bearing lengths at central support
Span O/hang
3000
600
3800
900
4300 1100
4700 1300
5100 1600
5500 1800
6000 1900
3400
700
4400 1100
5000 1400
5500 1700
6100 2200
6800 2700
7400 3100
7900 3200
8100 3200
3900
900
5000 1400
5800 1800
6400 2200
7100 2600
8100 3100
9400 3600
10600 4000
11100 4300
11600 4700
12600 5700
Span O/hang
2500
600
3200
900
3600
1100
4000
1300
4400
1500
4800
1700
5200
1800
2800
700
3600
1000
4100
1300
4600
1600
5200
2000
5800
2500
6500
2800
6900
2900
7200
3000
3300
900
4200
1400
4900
1700
5500
2000
6400
2300
7400
2800
8600
3300
9400
3800
9800
4000
10300
4400
11300
5400
Span O/hang
2100
500
2800
800
3200 1000
3500 1200
3900 1500
4300 1600
4800 1700
2400
700
3100 1000
3600 1300
4000 1500
4600 1900
5200 2300
5900 2600
6300 2800
6600 2800
2800
900
3700 1300
4200 1600
4800 1800
5600 2200
6600 2600
7700 3100
8500 3600
9000 3800
9500 4200
10400 4800
36mm
Heavy tile roof - without ceiling - 60kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
3100
600
4100
900
4600
1100
4900
1300
5400
1600
5800
1800
6300
1900
3400
700
4400
1100
5100
1400
5700
1700
6500
2100
7100
2600
7700
3000
8200
3100
8500
3100
3800
900
4900
1400
5600
1800
6200
2200
7000
2500
7900
3000
9200
3500
10400
4000
11200
4200
12000
4700
12700
5600
Minimum bearing lengths at central support
24
Span O/hang
2800
600
3600
900
4000 1100
4400 1300
4800 1500
5300 1700
5700 1800
3100
700
4000 1000
4600 1300
5100 1600
5800 2000
6400 2500
7100 2800
7500 2900
7800 3000
3500
900
4500 1400
5100 1700
5800 2000
6600 2300
7500 2800
8700 3300
9900 3800
10600 4000
11200 4400
12000 5400
36mm
Span O/hang
2300
500
3000
800
3400
1000
3700
1200
4100
1400
4600
1600
5000
1700
2600
600
3300
1000
3800
1200
4300
1500
4900
1900
5500
2300
6200
2600
6600
2700
6900
2700
3000
800
3900
1300
4500
1600
5100
1800
6000
2100
6900
2500
8000
3100
9000
3500
9400
3700
9900
4100
10800
5000
Span O/hang
2000
500
2600
800
3000 1000
3300 1100
3700 1300
4100 1500
4500 1600
2200
600
2900
900
3300 1200
3800 1400
4300 1700
4900 2100
5600 2400
6000 2500
6200 2500
2600
800
3400 1200
3900 1400
4500 1600
5200 1900
6200 2300
7300 2800
8100 3300
8500 3500
9000 3900
10000 4500
Heavy tile roof - with ceiling - 90kg/m2
Spacing (mm)
450
600
900
1200
Maximum Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2700
500
3600
900
4200
1100
4500
1300
5000
1500
5400
1700
5800
1800
3000
700
3900
1000
4500
1300
5100
1600
5900
2000
6500
2400
7100
2800
7500
2900
7800
2900
3300
900
4300
1400
5000
1700
5600
1900
6400
2300
7300
2700
8500
3200
9700
3700
10400
4000
10900
4400
11700
5300
Minimum bearing lengths at central support
Span O/hang
2400
500
3300
800
3700 1000
4100 1200
4500 1400
4900 1600
5300 1700
2700
600
3600 1000
4100 1200
4600 1500
5300 1900
5900 2300
6500 2600
6900 2700
7200 2700
3100
800
4000 1300
4600 1600
5200 1800
6000 2100
6900 2500
8000 3100
9200 3500
9700 3700
10200 4100
11000 5000
36mm
Span O/hang
2100
500
2700
800
3100
1000
3400
1100
3800
1300
4200
1500
4700
1500
2300
600
3000
900
3500
1200
3900
1400
4500
1700
5100
2000
5700
2300
6100
2400
6400
2400
2700
800
3500
1200
4000
1400
4500
1600
5300
1800
6300
2200
7400
2700
8200
3200
8600
3400
9100
3800
9900
4500
Span O/hang
1800
500
2400
700
2700
900
3000 1000
3400 1200
3800 1400
4200 1400
2000
600
2600
900
3000 1100
3400 1300
4000 1500
4500 1800
5200 2100
5600 2200
5800 2200
2400
800
3100 1100
3600 1300
4100 1400
4800 1700
5600 2000
6700 2500
7500 3000
7900 3200
8300 3600
9200 4000
45mm
25
Hip Rafters-
L &M
Span
WIND ZONES
light sheet roof without ceiling - 20kg/m2
with ceiling - 40kg/m2
heavy tile roof without ceiling - 60kg/m2
with ceiling - 90kg/m2
single and continuous span-
Hip Rafter
Ceiling Joists omitted for clarity
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
For calculation example refer page 10
RDL = Roof Dead Load
RDL (kg/m2)
20
40
60
90
20
40
60
90
20
40
60
90
Maximum Hip Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2600
3200
3600
3900
4100
4300
4600
2800
3400
3800
4100
4700
5100
5400
5700
5900
3000
3700
4100
4500
5000
5800
6600
7400
7600
7900
8500
2200
2700
3000
3300
3800
4300
5000
2400
2900
3200
3500
4000
4600
5400
6100
6400
2600
3100
3500
3800
4300
4900
5800
6500
7000
7600
8900
2000
2500
2800
3000
3400
3900
4700
2100
2600
2900
3200
3600
4200
4900
5600
6100
2300
2800
3200
3500
3900
4500
5300
6100
6500
7000
8300
Continuous Span
1800
2200
2500
2700
3100
3600
4200
1900
2400
2600
2900
3300
3800
4500
5100
5500
2100
2600
2900
3100
3600
4100
4800
5500
6000
6500
7700
Minimum bearing lengths at end/central support
2800
3300
3600
3900
4200
4500
4800
3000
3600
4000
4300
4700
5100
5600
5900
6100
3400
4000
4400
4800
5400
6000
6800
7300
7600
8000
8700
36mm
2600
3100
3300
3600
3900
4200
4500
2800
3300
3600
3900
4300
4800
5200
5500
5700
3100
3700
4100
4400
4900
5500
6300
6900
7200
7500
8200
45mm
2400
2900
3100
3400
3700
4000
4300
2600
3100
3400
3700
4100
4500
4900
5300
5400
2800
3400
3800
4200
4600
5200
5900
6500
6800
7100
7800
55mm
Overhangs - Overhanging hip rafters are to be no greater than one half the adjacent
back span.
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5. The roof
must be supported by underpurlins spanning between the intermediate Hip Rafter
supports.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Notches and Birdsmouths - At the supports for the rafters, the maximum allowable
notch or birdsmouth depth must be less than 30% of the overall member depth.
26
Overhang Span
2200
2600
2900
3100
3400
3700
4000
2400
2800
3100
3400
3800
4200
4600
4900
5100
2600
3100
3500
3800
4200
4800
5500
6000
6300
6600
7300
700
900
1100
1200
1400
1700
2200
800
1000
1100
1300
1500
1900
2300
2800
2950
800
1100
1300
1500
1700
2100
2600
3100
3300
3700
4250
65mm
700
900
1100
1200
1400
1700
2100
700
1000
1100
1300
1500
1800
2300
2700
2850
800
1100
1300
1400
1700
2000
2500
3000
3200
3600
4100
700
900
1000
1200
1400
1700
2100
700
1000
1100
1300
1500
1800
2200
2600
2700
800
1100
1300
1400
1700
2000
2500
2900
3200
3500
3900
700
900
1000
1200
1400
1600
2000
700
1000
1100
1200
1500
1700
2100
2450
2550
800
1100
1200
1400
1600
1900
2400
2750
3000
3250
3650
Hip Rafters-
Span 2
H &VH
Span 1
WIND ZONES
light sheet roofwithout ceiling - 20kg/m2
with ceiling - 40kg/m2
Hip Rafter
heavy tile roof2
without ceiling - 60kg/m
with ceiling - 90kg/m2
single and continuous span-
Underpurlin
Spanning
between
Hip Rafters
Ceiling Joists omitted for clarity
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
RDL = Roof Dead Load
RDL (kg/m2)
20
40
60
90
20
40
60
90
20
40
60
90
Maximum Hip Rafter Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2600
3100
3200
3300
3400
3600
3800
2800
3400
3800
3900
4100
4300
4500
4700
4900
3000
3700
4100
4500
5000
5500
5800
6100
6300
6500
7000
2200
2700
3000
3300
3600
3700
4000
2400
2900
3200
3500
4000
4400
4700
4900
5000
2600
3100
3500
3800
4300
4900
5800
6300
6500
6800
7300
2000
2500
2800
3000
3400
3900
4100
2100
2600
2900
3200
3600
4200
4900
5100
5300
2300
2800
3200
3500
3900
4500
5300
6100
6500
7000
7600
Continuous Span
1800
2200
2500
2700
3100
3600
4200
1900
2400
2600
2900
3300
3800
4500
5100
5500
2100
2600
2900
3100
3600
4100
4800
5500
6000
6500
7700
Minimum bearing lengths at end/central support
2600
3100
3400
3600
3900
4100
4300
2800
3400
3700
4000
4400
4800
5100
5300
5500
3200
3800
4200
4500
5000
5600
6400
6900
7100
7300
7900
36mm
2500
3000
3200
3500
3700
4000
4400
2700
3200
3500
3800
4200
4600
5100
5400
5600
3000
3600
3900
4300
4800
5300
6100
6600
6900
7300
7900
45mm
2400
2800
3100
3300
3600
3900
4200
2500
3000
3300
3600
4000
4400
4900
5200
5400
2800
3400
3700
4100
4500
5100
5800
6400
6700
7000
7700
Overhang Span
2200
2600
2900
3100
3400
3700
4000
2400
2800
3100
3400
3800
4200
4600
4900
5100
2600
3100
3500
3800
4200
4800
5500
6000
6300
6600
7300
55mm
700
900
1100
1200
1400
1700
1900
800
1000
1100
1300
1500
1900
2250
2350
2450
800
1100
1300
1500
1700
2100
2600
3050
3150
3250
3500
700
900
1100
1200
1400
1700
2000
700
1000
1100
1300
1500
1800
2300
2450
2500
800
1100
1300
1400
1700
2000
2500
3000
3200
3400
3650
700
900
1000
1200
1400
1700
2050
700
1000
1100
1300
1500
1800
2200
2550
2650
800
1100
1300
1400
1700
2000
2500
2900
3200
3500
3800
700
900
1000
1200
1400
1600
2000
700
1000
1100
1200
1500
1700
2100
2450
2550
800
1100
1200
1400
1600
1900
2400
2750
3000
3250
3650
65mm
Overhangs - Overhanging hip rafters are to be no greater than one half the adjacent
back span.
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5. The roof
must be supported by underpurlins spanning between the intermediate Hip Rafter
supports.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Notches and Birdsmouths - At the supports for the rafters, the maximum allowable
notch or birdsmouth depth must be less than 30% of the overall member depth.
27
Ridge/Intermediate Beam
Rafter
Roof Beams-
L &M
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamssingle spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Rafter
Span 1
Ridge Beam
Span
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2300
1000
3000
1400
3400
1600
3900
1800
4100
2050
4400
2200
4800
2400
2800
1300
3700
1700
4200
1900
4700
2200
5500
2600
6400
3000
7400
3500
2500
1100
3200
1500
3700
1700
4100
1900
4800
2200
5600
2700
6000
3000
6500
3250
6700
3350
3000
1400
3900
1800
4400
2100
5000
2300
5800
2700
6600
3100
7700
3700
8700
4100
9300
4400
2700
1300
3500
1600
4000
1900
4500
2100
5300
2500
6200
2900
7200
3400
8200
3900
8800
4200
9700
4600
11300
5500
Minimum bearing lengths at supports
28
Span O/hang
1800
800
2400
1100
2700
1300
3100
1400
3300
1650
3500
1750
3800
1900
2300
1000
3000
1400
3400
1600
3900
1800
4500
2100
5400
2500
6500
3100
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4400
2200
4700
2350
5000
2500
5200
2600
2500
1100
3200
1500
3700
1700
4100
1900
4800
2200
5700
2700
6800
3200
7700
3700
8300
3900
2200
1000
2800
1300
3300
1500
3700
1700
4300
2000
5200
2400
6300
3000
7100
3400
7400
3700
7800
3900
8600
4300
36mm
Span O/hang
1600
700
2100
1000
2400
1100
2700
1300
2800
1400
3000
1500
3300
1650
2000
900
2600
1200
3000
1400
3400
1600
4000
1900
4800
2200
5900
2800
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
3800
1900
4100
2050
4400
2200
4500
2250
2200
1000
2800
1300
3200
1500
3700
1700
4300
2000
5100
2400
6200
3000
7100
3400
7700
3600
1900
900
2500
1200
2900
1300
3300
1500
3800
1800
4600
2100
5700
2700
6100
3050
6400
3200
6700
3350
7400
3700
Span O/hang
1400
700
1900
900
2200
1000
2400
1100
2600
1300
2700
1350
2900
1450
1800
800
2400
1100
2700
1300
3100
1400
3700
1700
4400
2000
5500
2500
1600
700
2000
900
2400
1100
2700
1200
3100
1500
3400
1700
3700
1850
3900
1950
4100
2050
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4700
2200
5800
2700
6700
3200
7200
3400
1700
800
2300
1000
2600
1200
3000
1400
3500
1600
4200
2000
5200
2400
5500
2750
5800
2900
6000
3000
6700
3350
Span
1300
1800
2000
2200
2400
2500
2700
1700
2200
2600
2900
3400
4100
5100
1400
1900
2200
2500
2900
3200
3400
3600
3800
1800
2400
2700
3100
3700
4400
5500
6400
6900
1600
2100
2400
2800
3300
3900
4800
5100
5300
5600
6200
O/hang
600
800
900
1100
1200
1250
1350
800
1000
1200
1300
1600
1900
2400
700
900
1000
1100
1400
1600
1700
1800
1900
800
1100
1300
1400
1700
2000
2500
3000
3300
700
1000
1100
1300
1500
1800
2300
2550
2650
2800
3100
Roof Beams-
L &M
WIND ZONES
ridge and intermediate beamssingle spanOverhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the
description given on page 7.
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
1800
800
2400
1100
2700
1300
3100
1400
3700
1700
4400
2000
5300
2500
2300
1000
3000
1400
3400
1600
3900
1800
4500
2100
5400
2500
6500
3100
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4700
2200
5800
2700
6700
3200
7200
3400
2500
1100
3200
1500
3700
1700
4100
1900
4800
2200
5700
2700
6800
3200
7700
3700
8300
3900
2200
1000
2800
1300
3300
1500
3700
1700
4300
2000
5200
2400
6300
3000
7200
3400
7700
3700
8500
4100
10400
4900
Minimum bearing lengths at supports
Span O/hang
1400
700
1900
900
2200
1000
2500
1100
2900
1400
3500
1600
4200
2000
1800
800
2400
1100
2700
1300
3100
1400
3700
1700
4400
2000
5500
2500
1600
700
2000
900
2400
1100
2700
1200
3100
1500
3800
1800
4700
2200
5600
2600
5800
2900
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4700
2200
5800
2700
6700
3200
7200
3400
1700
800
2300
1000
2600
1200
3000
1400
3500
1600
4200
2000
5200
2400
6200
2900
6700
3200
7400
3500
9000
4300
36mm
Span O/hang
1300
600
1700
800
1900
900
2200
1000
2600
1200
3100
1400
3600
1700
1600
700
2100
1000
2400
1100
2700
1300
3200
1500
3900
1800
4800
2200
1400
600
1800
800
2100
900
2300
1100
2800
1300
3300
1500
4100
1900
4800
2300
5000
2400
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
4100
1900
5200
2400
6100
2900
6600
3100
1500
700
2000
900
2300
1100
2600
1200
3100
1400
3700
1700
4600
2100
5500
2600
6100
2900
6700
3200
8200
3900
Span O/hang
1100
500
1500
700
1700
800
2000
900
2300
1100
2800
1300
3300
1500
1400
700
1900
900
2200
1000
2500
1100
2900
1400
3500
1600
4400
2000
1200
600
1600
700
1900
900
2100
1000
2500
1200
3000
1400
3800
1700
4400
2000
4500
2100
1600
700
2000
900
2400
1100
2700
1200
3100
1500
3800
1800
4700
2200
5600
2600
6200
2900
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
5000
2300
5600
2600
6300
3000
7400
3400
Span
1100
1400
1600
1800
2200
2600
2900
1300
1800
2000
2300
2700
3300
4100
1100
1500
1700
2000
2300
2800
3500
4000
4200
1400
1900
2200
2500
2900
3500
4400
5300
5800
1300
1700
1900
2200
2600
3100
3900
4700
5200
6000
6800
O/hang
500
600
700
800
1000
1200
1300
600
800
900
1100
1300
1500
1900
500
700
800
900
1100
1300
1600
1800
1800
700
900
1000
1100
1400
1600
2000
2500
2700
600
800
900
1000
1200
1400
1800
2200
2400
2800
3100
45mm
29
Ridge/Intermediate Beam
Rafter
Roof Beams-
L &M
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamssingle spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Rafter
Span 1
Ridge Beam
Span
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
1600
700
2100
1000
2400
1100
2700
1300
3200
1500
3900
1800
4800
2200
2000
900
2600
1200
3000
1400
3400
1600
4000
1900
4800
2200
5900
2800
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
4100
1900
5200
2400
6100
2900
6600
3100
2200
1000
2800
1300
3200
1500
3700
1700
4300
2000
5100
2400
6200
3000
7100
3400
7700
3600
1900
900
2500
1200
2900
1300
3300
1500
3800
1800
4600
2100
5700
2700
6600
3100
7100
3400
7900
3700
9600
4600
Minimum bearing lengths at supports
30
Span O/hang
1300
600
1700
800
1900
900
2200
1000
2600
1200
3100
1400
3900
1800
1600
700
2100
1000
2400
1100
2700
1300
3200
1500
3900
1800
4800
2200
1400
600
1800
800
2100
900
2300
1100
2800
1300
3300
1500
4100
1900
5000
2300
5500
2600
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
4100
1900
5200
2400
6100
2900
6600
3100
1500
700
2000
900
2300
1100
2600
1200
3100
1400
3700
1700
4600
2100
5500
2600
6100
2900
6700
3200
8300
3900
36mm
45mm
Span O/hang
1100
500
1400
700
1700
800
1900
900
2200
1000
2700
1200
3400
1500
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
1200
500
1600
700
1800
800
2000
900
2400
1100
2900
1300
3600
1700
4400
2000
4800
2200
1500
700
2000
900
2300
1000
2600
1200
3000
1400
3600
1700
4500
2100
5400
2500
6000
2800
1300
600
1700
800
2000
900
2300
1100
2700
1200
3200
1500
4100
1900
4900
2300
5400
2500
6100
2900
7600
3600
60mm
Span O/hang
1000
400
1300
600
1500
700
1700
800
2000
900
2400
1100
3000
1300
1300
600
1700
800
1900
900
2200
1000
2600
1200
3100
1400
3900
1800
1100
500
1400
600
1600
700
1900
800
2200
1000
2600
1200
3300
1500
4000
1800
4400
1900
1400
600
1800
800
2100
900
2300
1100
2800
1300
3300
1500
4100
1900
5000
2300
5500
2600
1200
500
1600
700
1800
800
2100
1000
2500
1100
2900
1400
3700
1700
4400
2100
4900
2300
5700
2600
7100
3100
Span
900
1200
1400
1600
1900
2300
2600
1200
1500
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
3100
3700
4100
1300
1700
1900
2200
2600
3100
3900
4600
5100
1100
1500
1700
1900
2300
2700
3400
4100
4600
5300
6700
O/hang
400
500
600
700
900
1000
1200
500
700
800
900
1100
1300
1700
400
600
700
800
900
1100
1400
1700
1700
600
800
900
1000
1200
1400
1800
2100
2400
500
700
800
900
1000
1300
1600
1900
2100
2400
2800
Roof Beams-
L &M
WIND ZONES
ridge and intermediate beamssingle spanOverhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the
description given on page 7.
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
1800
800
2300
1100
2600
1200
3000
1400
3500
1600
4200
2000
5300
2400
1500
700
2000
900
2300
1000
2600
1200
3000
1400
3600
1700
4500
2100
5400
2500
6000
2800
1900
900
2500
1100
2800
1300
3200
1500
3800
1800
4500
2100
5600
2600
6500
3100
7000
3300
1700
800
2200
1000
2500
1200
2900
1300
3400
1600
4100
1900
5000
2300
6000
2800
6500
3100
7200
3400
8800
4200
Minimum bearing lengths at supports
Span O/hang
1100
500
1400
700
1700
800
1900
900
2200
1000
2700
1200
3400
1600
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
1200
500
1600
700
1800
800
2000
900
2400
1100
2900
1300
3600
1700
4400
2000
4800
2300
1500
700
2000
900
2300
1000
2600
1200
3000
1400
3600
1700
4500
2100
5400
2500
6000
2800
1300
600
1700
800
2000
900
2300
1100
2700
1200
3200
1500
4100
1900
4900
2300
5400
2500
6100
2900
7600
3600
36mm
45mm
Span O/hang
1000
400
1300
600
1500
700
1700
800
2000
900
2400
1100
2900
1300
1200
500
1600
700
1800
800
2100
1000
2500
1100
3000
1400
3700
1700
1000
500
1400
600
1600
700
1800
800
2100
1000
2500
1200
3200
1500
3800
1800
4200
1900
1300
600
1700
800
2000
900
2300
1000
2700
1200
3200
1500
4000
1800
4800
2200
5300
2500
1200
500
1500
700
1800
800
2000
900
2400
1100
2800
1300
3500
1600
4300
2000
4700
2200
5400
2500
6900
3100
60mm
Span O/hang
900
400
1100
500
1300
600
1500
700
1800
800
2100
1000
2600
1200
1100
500
1400
700
1700
800
1900
900
2200
1000
2700
1200
3400
1600
900
400
1200
600
1400
600
1600
700
1900
900
2300
1100
2900
1300
3500
1600
3900
1600
1200
500
1600
700
1800
800
2000
900
2400
1100
2900
1300
3600
1700
4400
2000
4800
2300
1000
500
1400
600
1600
700
1800
800
2100
1000
2600
1200
3200
1500
3900
1800
4300
2000
5000
2300
6400
2700
Span
800
1100
1200
1400
1600
2000
2300
1000
1300
1500
1800
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3200
3600
1100
1400
1700
1900
2200
2700
3400
4100
4500
1000
1300
1500
1700
2000
2400
3000
3600
4000
4600
6100
O/hang
300
500
500
600
700
900
1000
500
600
700
800
1000
1100
1400
400
500
600
700
800
1000
1200
1500
1500
500
700
800
900
1000
1200
1600
1900
2100
400
600
700
800
900
1100
1400
1700
1900
2100
2500
100mm
31
Rafter
Roof Beams-
Ridge/Intermediate Beam
L &M
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamscontinuous spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Ridge Beam
Span
Rafter
Span 1
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
3100
1000
4000
1400
4600
1600
4800
1800
5000
2050
5400
2200
5800
2400
3600
1300
4700
1700
5300
1900
6000
2200
6700
2600
7700
3000
8900
3500
3300
1100
4300
1500
4900
1700
5600
1900
6300
2200
6800
2700
7300
3000
7800
3250
8200
3350
3900
1400
5000
1800
5700
2100
6300
2300
7000
2700
8000
3100
9300
3700
10500
4100
11300
4400
3700
1300
4700
1600
5400
1900
6100
2100
6800
2500
7700
2900
9000
3400
10200
3900
11000
4200
12000
4600
13700
5500
Span O/hang
2300
800
3000
1100
3400
1300
3700
1400
4000
1650
4200
1750
4600
1900
3200
1000
4100
1400
4700
1600
5400
1800
6200
2100
7100
2500
8300
3100
2600
900
3400
1200
3900
1400
4400
1500
5000
1800
5300
2200
5700
2350
6100
2500
6300
2600
3400
1100
4400
1500
5100
1700
5700
1900
6500
2200
7400
2700
8600
3200
9800
3700
10500
3900
3000
1000
3800
1300
4400
1500
5000
1700
5800
2000
6700
2400
7900
3000
8600
3400
9000
3700
9400
3900
10500
4300
Minimum bearing lengths at central support
32
36mm
Span O/hang
1900
700
2500
1000
2800
1100
3200
1300
3400
1400
3700
1500
4000
1650
2900
900
3800
1200
4300
1400
4900
1600
5800
1900
6600
2200
7800
2800
2100
800
2800
1000
3200
1200
3600
1400
4200
1600
4600
1900
5000
2050
5300
2200
5500
2250
3100
1000
4000
1300
4700
1500
5300
1700
6100
2000
7000
2400
8200
3000
9300
3400
10000
3600
2500
900
3300
1200
3800
1300
4300
1500
5100
1800
6000
2100
7000
2700
7500
3050
7700
3200
8100
3350
9000
3700
45mm
60mm
Span O/hang
1600
700
2100
900
2500
1000
2800
1100
3100
1300
3300
1350
3600
1450
2800
800
3600
1100
4100
1300
4700
1400
5500
1700
6400
2000
7500
2500
1800
700
2400
900
2800
1100
3200
1200
3700
1500
4200
1700
4500
1850
4800
1950
5000
2050
3000
900
3900
1200
4400
1400
5000
1500
5900
1800
6700
2200
7900
2700
9000
3200
9700
3400
2200
800
2900
1000
3300
1200
3700
1400
4400
1600
5200
2000
6300
2400
6700
2750
7000
2900
7400
3000
8100
3350
100mm
Span
1500
1900
2200
2500
2900
3100
3300
2500
3300
3800
4300
5000
6000
7200
1600
2100
2500
2800
3300
3800
4200
4400
4600
2800
3600
4200
4700
5500
6400
7500
8600
9300
2000
2500
2900
3300
3900
4700
5700
6200
6500
6800
7500
O/hang
600
800
900
1100
1200
1250
1350
800
1000
1200
1300
1600
1900
2400
700
900
1000
1100
1400
1600
1700
1800
1900
800
1100
1300
1400
1700
2000
2500
3000
3300
700
1000
1100
1300
1500
1800
2300
2550
2650
2800
3100
Roof Beams-
L &M
WIND ZONES
ridge and intermediate beamscontinuous span-
Overhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2500
800
3200
1100
3700
1300
4200
1400
4900
1700
5400
2000
5900
2500
2900
1000
3800
1400
4300
1600
4900
1800
5800
2100
6600
2500
7800
3100
2700
900
3400
1200
4000
1400
4500
1500
5300
1800
6200
2200
7300
2700
7800
3200
8100
3400
3100
1100
4000
1500
4700
1700
5300
1900
6100
2200
7000
2700
8200
3200
9300
3700
10000
3900
3000
1000
3800
1300
4400
1500
5000
1700
5800
2000
6700
2400
7900
3000
9000
3400
9700
3700
10600
4100
12700
4900
Span O/hang
2000
700
2600
900
3000
1000
3400
1100
3800
1400
4200
1600
4700
2000
2600
800
3300
1100
3800
1300
4300
1400
5100
1700
6100
2000
7100
2500
2100
700
2800
900
3200
1100
3600
1200
4200
1500
5100
1800
5700
2200
6200
2600
6400
2900
2700
900
3600
1200
4100
1400
4600
1500
5500
1800
6400
2200
7500
2700
8500
3200
9200
3400
2400
800
3100
1000
3500
1200
4000
1400
4700
1600
5700
2000
6700
2400
7700
2900
8300
3200
9200
3500
10300
4300
Minimum bearing lengths at central support
36mm
Span O/hang
1700
600
2200
800
2500
900
2800
1000
3200
1200
3600
1400
4000
1700
2300
700
3000
1000
3500
1100
4000
1300
4600
1500
5600
1800
6700
2200
1800
600
2400
800
2800
900
3200
1100
3700
1300
4300
1500
4900
1900
5400
2300
5600
2400
2500
800
3300
1000
3800
1200
4200
1400
5000
1600
6000
1900
7000
2400
8000
2900
8700
3100
2100
700
2700
900
3100
1100
3500
1200
4100
1400
5000
1700
6100
2100
7000
2600
7600
2900
8200
3200
9100
3900
45mm
60mm
Span O/hang
1400
500
1900
700
2200
800
2500
900
2800
1100
3200
1300
3600
1500
2200
700
2900
900
3300
1000
3800
1100
4400
1400
5300
1600
6400
2000
1600
600
2100
700
2500
900
2800
1000
3300
1200
3800
1400
4400
1700
4900
2000
5100
2100
2400
700
3100
900
3600
1100
4000
1200
4800
1500
5700
1800
6800
2200
7700
2600
8400
2900
1900
600
2400
800
2800
1000
3200
1100
3800
1300
4500
1600
5600
2000
6400
2300
6900
2600
7400
3000
8200
3400
100mm
Span
1300
1700
2000
2200
2600
2900
3400
2100
2700
3100
3500
4100
5000
6100
1400
1900
2200
2500
2900
3400
4000
4500
4700
2200
2900
3300
3800
4400
5300
6500
7400
8000
1700
2200
2600
2900
3500
4200
5100
5900
6300
6800
7700
O/hang
500
600
700
800
1000
1200
1300
600
800
900
1100
1300
1500
1900
500
700
800
900
1100
1300
1600
1800
1800
700
900
1000
1100
1400
1600
2000
2500
2700
600
800
900
1000
1200
1400
1800
2200
2400
2800
3100
150mm
33
Rafter
Roof Beams-
Ridge/Intermediate Beam
L &M
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamscontinuous spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Ridge Beam
Span
Rafter
Span 1
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2200
700
2800
1000
3200
1100
3700
1300
4300
1500
5100
1800
5500
2200
2600
900
3300
1200
3800
1400
4300
1600
5100
1900
6100
2200
7100
2800
2300
800
3000
1000
3500
1200
4000
1400
4600
1600
5600
1900
6700
2400
7300
2900
7600
3100
2700
1000
3600
1300
4100
1500
4600
1700
5500
2000
6400
2400
7500
3000
8500
3400
9200
3600
2600
900
3400
1200
3900
1300
4400
1500
5200
1800
6100
2100
7200
2700
8200
3100
8900
3400
9800
3700
12000
4600
Span O/hang
1700
600
2200
800
2600
900
2900
1000
3500
1200
3900
1400
4400
1800
2200
700
2900
1000
3400
1100
3800
1300
4500
1500
5400
1800
6500
2200
1800
600
2400
800
2800
900
3200
1100
3700
1300
4500
1500
5300
1900
5800
2300
6000
2600
2400
800
3100
1000
3600
1200
4100
1400
4800
1600
5800
1900
6800
2400
7800
2900
8400
3100
2100
700
2700
900
3100
1100
3500
1200
4100
1400
5000
1700
6100
2100
7000
2600
7600
2900
8400
3200
9700
3900
Minimum bearing lengths at central support
34
36mm
Span O/hang
1500
500
1900
700
2300
800
2600
900
2900
1000
3300
1200
3800
1500
2000
600
2600
800
3100
1000
3500
1100
4100
1300
4900
1600
6100
2000
1600
500
2100
700
2400
800
2800
900
3300
1100
3900
1300
4600
1700
5000
2000
5200
2200
2200
700
2800
900
3300
1000
3700
1200
4400
1400
5300
1700
6400
2100
7300
2500
7900
2800
1800
600
2400
800
2700
900
3100
1100
3600
1200
4400
1500
5400
1900
6400
2300
6900
2500
7600
2900
8500
3600
45mm
60mm
Span O/hang
1300
400
1700
600
2000
700
2200
800
2600
900
3000
1100
3400
1300
1900
600
2500
800
2900
900
3300
1000
3900
1200
4700
1400
5800
1800
1500
500
1900
600
2200
700
2500
800
3000
1000
3500
1200
4100
1500
4500
1800
4700
1900
2100
600
2700
800
3100
900
3500
1100
4200
1300
5000
1500
6200
1900
7100
2300
7600
2600
1600
500
2100
700
2500
800
2800
1000
3300
1100
4000
1400
5000
1700
5900
2100
6300
2300
6800
2600
7700
3100
100mm
150mm
Span
1200
1500
1800
2000
2300
2700
3100
1800
2300
2700
3100
3600
4300
5400
1300
1700
2000
2200
2600
3100
3700
4100
4400
1900
2500
2900
3300
3900
4700
5800
6700
7300
1500
2000
2300
2600
3100
3700
4600
5400
5800
6300
7100
O/hang
400
500
600
700
900
1000
1200
500
700
800
900
1100
1300
1700
400
600
700
800
900
1100
1400
1700
1700
600
800
900
1000
1200
1400
1800
2100
2400
500
700
800
900
1000
1300
1600
1900
2100
2400
2800
Roof Beams-
L &M
WIND ZONES
ridge and intermediate beamscontinuous span-
Overhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
1900
600
2500
800
2800
1000
3200
1100
3800
1300
4600
1600
5100
2000
2200
800
2900
1100
3400
1200
3800
1400
4500
1600
5400
2000
6500
2400
2000
700
2600
900
3100
1000
3500
1200
4100
1400
4900
1700
6100
2100
6700
2500
7000
2800
2400
900
3100
1100
3600
1300
4100
1500
4800
1800
5800
2100
6800
2600
7800
3100
8400
3300
2300
800
3000
1000
3400
1200
3900
1300
4500
1600
5400
1900
6600
2300
7500
2800
8100
3100
9000
3400
11000
4200
Span O/hang
1500
500
1900
700
2300
800
2600
900
3000
1000
3600
1200
4000
1600
2000
600
2500
800
2900
1000
3300
1100
3900
1300
4700
1600
5900
2000
1600
500
2100
700
2400
800
2800
900
3300
1100
3900
1300
4900
1700
5300
2000
5500
2300
2100
700
2700
900
3200
1000
3600
1200
4200
1400
5100
1700
6200
2100
7100
2500
7700
2800
1800
600
2400
800
2700
900
3100
1100
3600
1200
4400
1500
5400
1900
6400
2300
6900
2500
7700
2900
8900
3600
Minimum bearing lengths at central support
36mm
Span O/hang
1300
400
1700
600
2000
700
2200
800
2600
900
3000
1100
3400
1300
1800
500
2300
700
2700
800
3000
1000
3600
1100
4300
1400
5400
1700
1400
500
1800
600
2100
700
2400
800
2800
1000
3400
1200
4100
1500
4600
1800
4800
1900
1900
600
2500
800
2900
900
3300
1000
3800
1200
4600
1500
5800
1800
6700
2200
7200
2500
1600
500
2100
700
2400
800
2700
900
3200
1100
3800
1300
4800
1600
5700
2000
6300
2200
6900
2500
7800
3100
45mm
60mm
Span O/hang
1100
400
1500
500
1700
600
2000
700
2300
800
2700
1000
3100
1200
1700
500
2200
700
2500
800
2900
900
3400
1000
4100
1200
5100
1600
1300
400
1700
600
1900
600
2200
700
2600
900
3100
1100
3700
1300
4100
1600
4300
1600
1800
500
2400
700
2700
800
3100
900
3700
1100
4400
1300
5500
1700
6400
2000
6900
2300
1400
500
1900
600
2200
700
2400
800
2900
1000
3500
1200
4300
1500
5200
1800
5700
2000
6200
2300
7100
2700
100mm
150mm
Span
1000
1300
1600
1800
2100
2400
2800
1600
2000
2400
2700
3200
3800
4800
1100
1500
1700
2000
2300
2800
3300
3800
4000
1700
2200
2500
2900
3400
4100
5100
6100
6600
1300
1700
2000
2300
2700
3200
4000
4800
5200
5700
6600
O/hang
300
500
500
600
700
900
1000
500
600
700
800
1000
1100
1400
400
500
600
700
800
1000
1200
1500
1500
500
700
800
900
1000
1200
1600
1900
2100
400
600
700
800
900
1100
1400
1700
1900
2100
2500
200mm
35
Ridge/Intermediate Beam
Rafter
Roof Beams- H VH
&
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamssingle spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Rafter
Span 1
Ridge Beam
Span
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
2300
1000
2800
1400
2900
1450
3100
1550
3200
1600
3400
1700
3700
1850
2800
1300
3700
1700
4200
1900
4700
2200
5500
2600
6400
3000
7400
3500
2500
1100
3200
1500
3700
1700
3800
1900
4100
2050
4300
2150
4700
2350
5000
2500
5200
2600
3000
1400
3900
1800
4400
2100
5000
2300
5800
2700
6600
3100
7700
3700
8700
4100
9300
4400
2700
1300
3500
1600
4000
1900
4500
2100
5300
2500
6100
2900
6600
3300
7000
3500
7300
3650
7700
3850
8600
4300
Minimum bearing lengths at supports
36
Span O/hang
1800
800
2100
1050
2300
1150
2400
1200
2500
1250
2700
1350
2900
1450
2300
1000
3000
1400
3400
1600
3900
1800
4500
2100
5400
2500
5900
2950
2000
900
2600
1200
2800
1400
3000
1500
3200
1600
3400
1700
3700
1850
3900
1950
4100
2050
2500
1100
3200
1500
3700
1700
4100
1900
4800
2200
5700
2700
6800
3200
7700
3700
8200
3900
2200
1000
2800
1300
3300
1500
3700
1700
4300
2000
4800
2400
5200
2600
5500
2750
5700
2850
6000
3000
6700
3350
36mm
Span O/hang
1500
700
1800
900
2000
1000
2100
1050
2200
1100
2400
1200
2500
1250
2000
900
2600
1200
3000
1400
3400
1600
4000
1900
4700
2200
5100
2550
1700
800
2200
1000
2400
1200
2600
1300
2800
1400
3000
1500
3200
1600
3400
1700
3500
1750
2200
1000
2800
1300
3200
1500
3700
1700
4300
2000
5100
2400
6200
3000
6800
3400
7100
3550
1900
900
2500
1200
2900
1300
3300
1500
3800
1800
4100
2050
4500
2250
4800
2400
5000
2500
5200
2600
5800
2900
Span O/hang
1300
650
1600
800
1800
900
1900
950
2000
1000
2100
1050
2300
1150
1800
800
2400
1100
2700
1300
3100
1400
3700
1700
4200
2000
4600
2300
1600
700
1900
900
2100
1050
2300
1150
2500
1250
2700
1350
2900
1450
3100
1550
3200
1600
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4700
2200
5700
2700
6200
3100
6400
3200
1700
800
2300
1000
2600
1200
3000
1400
3400
1600
3700
1850
4000
2000
4300
2150
4500
2250
4700
2350
5200
2600
Span
1200
1500
1600
1700
1800
2000
2100
1700
2200
2600
2900
3400
3800
4300
1400
1800
1900
2100
2300
2500
2700
2900
3000
1800
2400
2700
3100
3700
4400
5200
5700
5900
1600
2100
2400
2700
3100
3400
3700
4000
4200
4400
4800
O/hang
600
700
800
850
900
1000
1050
800
1000
1200
1300
1600
1900
2150
700
900
950
1050
1150
1250
1350
1450
1500
800
1100
1300
1400
1700
2000
2500
2850
2950
700
1000
1100
1300
1500
1700
1850
2000
2100
2200
2400
Roof Beams-
H &VH
WIND ZONES
ridge and intermediate beamssingle spanOverhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the
description given on page 7.
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
1800
800
2400
1100
2700
1300
3100
1400
3400
1700
3600
1800
3900
1950
2300
1000
3000
1400
3400
1600
3900
1800
4500
2100
5400
2500
6500
3100
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4500
2200
4900
2450
5200
2600
5400
2700
2500
1100
3200
1500
3700
1700
4100
1900
4800
2200
5700
2700
6800
3200
7700
3700
8300
3900
2200
1000
2800
1300
3300
1500
3700
1700
4300
2000
5200
2400
6300
3000
7200
3400
7700
3700
8100
4050
9000
4500
Minimum bearing lengths at supports
Span O/hang
1400
700
1900
900
2200
1000
2500
1100
2700
1350
2800
1400
3100
1550
1800
800
2400
1100
2700
1300
3100
1400
3700
1700
4400
2000
5500
2500
1600
700
2000
900
2400
1100
2700
1200
3100
1500
3600
1800
3800
1900
4100
2050
4300
2150
2000
900
2600
1200
3000
1400
3300
1500
3900
1800
4700
2200
5800
2700
6700
3200
7200
3400
1700
800
2300
1000
2600
1200
3000
1400
3500
1600
4200
2000
5200
2400
5800
2900
6000
3000
6300
3150
7000
3500
36mm
Span O/hang
1300
600
1700
800
1900
900
2200
1000
2300
1150
2500
1250
2700
1350
1600
700
2100
1000
2400
1100
2700
1300
3200
1500
3900
1800
4800
2200
1400
600
1800
800
2100
900
2300
1100
2800
1300
3100
1500
3300
1650
3600
1800
3700
1850
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
4100
1900
5200
2400
6100
2900
6600
3100
1500
700
2000
900
2300
1100
2600
1200
3100
1400
3700
1700
4600
2100
5000
2500
5200
2600
5500
2750
6000
3000
Span O/hang
1100
500
1500
700
1700
800
2000
900
2100
1050
2200
1100
2400
1200
1400
700
1900
900
2200
1000
2500
1100
2900
1400
3500
1600
4400
2000
1200
600
1600
700
1900
900
2100
1000
2500
1200
2800
1400
3000
1500
3200
1600
3300
1650
1600
700
2000
900
2400
1100
2700
1200
3100
1500
3800
1800
4700
2200
5600
2600
6200
2900
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
4500
2250
4700
2350
4900
2450
5500
2750
Span
1100
1400
1600
1800
1900
2100
2200
1300
1800
2000
2300
2700
3300
4100
1100
1500
1700
2000
2300
2600
2800
3000
3100
1400
1900
2200
2500
2900
3500
4400
5300
5800
1300
1700
1900
2200
2600
3100
3900
4200
4400
4600
5000
O/hang
500
600
700
800
950
1050
1100
600
800
900
1100
1300
1500
1900
500
700
800
900
1100
1300
1400
1500
1550
700
900
1000
1100
1400
1600
2000
2500
2700
600
800
900
1000
1200
1400
1800
2100
2200
2300
2500
45mm
37
Ridge/Intermediate Beam
Rafter
Roof Beams-
H &VH
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamssingle spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Rafter
Span 1
Ridge Beam
Span
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
1600
700
2100
1000
2400
1100
2700
1300
3200
1500
3800
1800
4100
2050
2000
900
2600
1200
3000
1400
3400
1600
4000
1900
4800
2200
5900
2800
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
4100
1900
5200
2400
5500
2750
5700
2850
2200
1000
2800
1300
3200
1500
3700
1700
4300
2000
5100
2400
6200
3000
7100
3400
7700
3600
1900
900
2500
1200
2900
1300
3300
1500
3800
1800
4600
2100
5700
2700
6600
3100
7100
3400
7900
3700
9500
4600
Minimum bearing lengths at supports
38
Span O/hang
1300
600
1700
800
1900
900
2200
1000
2600
1200
3000
1400
3200
1600
1600
700
2100
1000
2400
1100
2700
1300
3200
1500
3900
1800
4800
2200
1400
600
1800
800
2100
900
2300
1100
2800
1300
3300
1500
4100
1900
4300
2150
4500
2250
1700
800
2200
1000
2600
1200
2900
1400
3500
1600
4100
1900
5200
2400
6100
2900
6600
3100
1500
700
2000
900
2300
1100
2600
1200
3100
1400
3700
1700
4600
2100
5500
2600
6100
2900
6600
3200
7400
3700
36mm
45mm
Span O/hang
1100
500
1400
700
1700
800
1900
900
2200
1000
2600
1200
2800
1400
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
1200
500
1600
700
1800
800
2000
900
2400
1100
2900
1300
3500
1700
3700
1850
3900
1950
1500
700
2000
900
2300
1000
2600
1200
3000
1400
3600
1700
4500
2100
5400
2500
6000
2800
1300
600
1700
800
2000
900
2300
1100
2700
1200
3200
1500
4100
1900
4900
2300
5400
2500
5800
2900
6400
3200
Span O/hang
1000
400
1300
600
1500
700
1700
800
2000
900
2300
1100
2500
1250
1300
600
1700
800
1900
900
2200
1000
2600
1200
3100
1400
3900
1800
1100
500
1400
600
1600
700
1900
800
2200
1000
2600
1200
3200
1500
3400
1700
3500
1750
1400
600
1800
800
2100
900
2300
1100
2800
1300
3300
1500
4100
1900
5000
2300
5500
2600
1200
500
1600
700
1800
800
2100
1000
2500
1100
2900
1400
3700
1700
4400
2100
4900
2300
5200
2600
5800
2900
Span
900
1200
1400
1600
1900
2200
2300
1200
1500
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
2900
3100
3300
1300
1700
1900
2200
2600
3100
3900
4600
5100
1100
1500
1700
1900
2300
2700
3400
4100
4600
4800
5300
O/hang
400
500
600
700
900
1000
1100
500
700
800
900
1100
1300
1700
400
600
700
800
900
1100
1400
1550
1600
600
800
900
1000
1200
1400
1800
2100
2400
500
700
800
900
1000
1300
1600
1900
2100
2400
2650
Roof Beams-
H &VH
WIND ZONES
ridge and intermediate beamssingle spanOverhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the
description given on page 7.
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
Span O/hang
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
1800
800
2300
1100
2600
1200
3000
1400
3500
1600
4200
2000
5300
2400
1500
700
2000
900
2300
1000
2600
1200
3000
1400
3600
1700
4500
2100
5400
2500
6000
2800
1900
900
2500
1100
2800
1300
3200
1500
3800
1800
4500
2100
5600
2600
6500
3100
7000
3300
1700
800
2200
1000
2500
1200
2900
1300
3400
1600
4100
1900
5000
2300
6000
2800
6500
3100
7200
3400
8800
4200
Minimum bearing lengths at supports
Span O/hang
1100
500
1400
700
1700
800
1900
900
2200
1000
2700
1200
3400
1600
1400
600
1800
800
2100
1000
2400
1100
2800
1300
3400
1600
4200
2000
1200
500
1600
700
1800
800
2000
900
2400
1100
2900
1300
3600
1700
4400
2000
4800
2300
1500
700
2000
900
2300
1000
2600
1200
3000
1400
3600
1700
4500
2100
5400
2500
6000
2800
1300
600
1700
800
2000
900
2300
1100
2700
1200
3200
1500
4100
1900
4900
2300
5400
2500
6100
2900
7600
3600
36mm
45mm
Span O/hang
1000
400
1300
600
1500
700
1700
800
2000
900
2400
1100
2900
1300
1200
500
1600
700
1800
800
2100
1000
2500
1100
3000
1400
3700
1700
1000
500
1400
600
1600
700
1800
800
2100
1000
2500
1200
3200
1500
3800
1800
4200
1900
1300
600
1700
800
2000
900
2300
1000
2700
1200
3200
1500
4000
1800
4800
2200
5300
2500
1200
500
1500
700
1800
800
2000
900
2400
1100
2800
1300
3500
1600
4300
2000
4700
2200
5400
2500
6900
3100
Span O/hang
900
400
1100
500
1300
600
1500
700
1800
800
2100
1000
2600
1200
1100
500
1400
700
1700
800
1900
900
2200
1000
2700
1200
3400
1600
900
400
1200
600
1400
600
1600
700
1900
900
2300
1100
2900
1300
3500
1600
3900
1600
1200
500
1600
700
1800
800
2000
900
2400
1100
2900
1300
3600
1700
4400
2000
4800
2300
1000
500
1400
600
1600
700
1800
800
2100
1000
2600
1200
3200
1500
3900
1800
4300
2000
5000
2300
6300
2700
Span
800
1100
1200
1400
1600
2000
2300
1000
1300
1500
1800
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3200
3600
1100
1400
1700
1900
2200
2700
3400
4100
4500
1000
1300
1500
1700
2000
2400
3000
3600
4000
4600
5900
O/hang
300
500
500
600
700
900
1000
500
600
700
800
1000
1100
1400
400
500
600
700
800
1000
1200
1500
1500
500
700
800
900
1000
1200
1600
1900
2100
400
600
700
800
900
1100
1400
1700
1900
2100
2500
60mm
39
Rafter
Roof Beams-
Ridge/Intermediate Beam
H &VH
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamscontinuous spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Ridge Beam
Span
Rafter
Span 1
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 10
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2800
1000
3400
1400
3600
1450
3700
1550
3900
1600
4200
1700
4500
1850
3600
1300
4700
1700
5300
1900
6000
2200
6700
2600
7700
3000
8600
3500
3200
1100
4100
1500
4500
1700
4700
1900
4900
2050
5300
2150
5700
2350
6100
2500
6300
2600
3900
1400
5000
1800
5700
2100
6300
2300
7000
2700
8000
3100
9300
3700
10500
4100
11300
4400
3700
1300
4700
1600
5400
1900
6100
2100
6800
2500
7400
2900
8000
3300
8600
3500
8900
3650
9400
3850
10400
4300
Span O/hang
2000
800
2600
1050
2800
1150
2900
1200
3100
1250
3300
1350
3600
1450
3000
1000
3900
1400
4500
1600
5100
1800
6100
2100
6900
2500
7500
2950
2200
900
2900
1200
3400
1400
3700
1500
3900
1600
4100
1700
4500
1850
4800
1950
4900
2050
3400
1100
4400
1500
5100
1700
5700
1900
6500
2200
7400
2700
8600
3200
9800
3700
10400
3900
2600
1000
3500
1300
4000
1500
4500
1700
5400
2000
5800
2400
6300
2600
6700
2750
7000
2850
7300
3000
8100
3350
Minimum bearing lengths at central support
40
36mm
Span O/hang
1600
700
2100
900
2400
1000
2500
1050
2700
1100
2900
1200
3100
1250
2600
900
3400
1200
3900
1400
4400
1600
5200
1900
6200
2200
6800
2550
1800
800
2400
1000
2700
1200
3100
1300
3400
1400
3600
1500
3900
1600
4100
1700
4300
1750
2900
1000
3800
1300
4400
1500
5000
1700
5900
2000
7000
2400
8200
3000
9100
3400
9400
3550
2100
900
2800
1200
3200
1300
3700
1500
4400
1800
5000
2050
5500
2250
5800
2400
6000
2500
6300
2600
7000
2900
45mm
60mm
Span O/hang
1400
650
1800
800
2100
900
2300
950
2400
1000
2600
1050
2800
1150
2400
800
3100
1100
3600
1300
4100
1400
4800
1700
5800
2000
6400
2300
1600
700
2000
900
2400
1050
2700
1150
3000
1250
3300
1350
3500
1450
3700
1550
3900
1600
2700
900
3500
1200
4000
1400
4600
1500
5400
1800
6500
2200
7900
2700
8600
3100
8900
3200
1900
800
2400
1000
2800
1200
3200
1400
3800
1600
4500
1850
5000
2000
5300
2150
5500
2250
5700
2350
6300
2600
100mm
Span
1200
1600
1900
2100
2300
2400
2600
2100
2800
3200
3700
4300
5200
5900
1400
1800
2100
2400
2800
3000
3300
3500
3600
2400
3100
3600
4100
4900
5800
7300
8000
8300
1600
2200
2500
2800
3400
4000
4600
4900
5100
5300
5900
O/hang
600
700
800
850
900
1000
1050
800
1000
1200
1300
1600
1900
2150
700
900
950
1050
1150
1250
1350
1450
1500
800
1100
1300
1400
1700
2000
2500
2850
2950
700
1000
1100
1300
1500
1700
1850
2000
2100
2200
2400
Roof Beams-
H &VH
WIND ZONES
ridge and intermediate beamscontinuous span-
Overhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
For calculation example refer page 10
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2500
800
3200
1100
3700
1300
3900
1400
4100
1700
4400
1800
4700
1950
2900
1000
3800
1400
4300
1600
4900
1800
5800
2100
6600
2500
7800
3100
2700
900
3400
1200
4000
1400
4500
1500
5200
1800
5500
2200
6000
2450
6400
2600
6600
2700
3100
1100
4000
1500
4700
1700
5300
1900
6100
2200
7000
2700
8200
3200
9300
3700
10000
3900
3000
1000
3800
1300
4400
1500
5000
1700
5800
2000
6700
2400
7900
3000
9000
3400
9300
3700
9800
4050
10900
4500
Span O/hang
1900
700
2500
900
2900
1000
3100
1100
3200
1350
3400
1400
3700
1550
2600
800
3300
1100
3800
1300
4300
1400
5100
1700
6100
2000
7100
2500
2100
700
2800
900
3200
1100
3600
1200
4100
1500
4300
1800
4700
1900
5000
2050
5200
2150
2700
900
3600
1200
4100
1400
4600
1500
5500
1800
6400
2200
7500
2700
8500
3200
9200
3400
2400
800
3100
1000
3500
1200
4000
1400
4700
1600
5700
2000
6600
2400
7000
2900
7300
3000
7700
3150
8500
3500
Minimum bearing lengths at central support
36mm
Span O/hang
1600
600
2100
800
2400
900
2700
1000
2800
1150
3000
1250
3200
1350
2300
700
3000
1000
3500
1100
4000
1300
4600
1500
5600
1800
6700
2200
1800
600
2300
800
2700
900
3000
1100
3500
1300
3800
1500
4100
1650
4300
1800
4500
1850
2500
800
3300
1000
3800
1200
4200
1400
5000
1600
6000
1900
7000
2400
8000
2900
8700
3100
2100
700
2700
900
3100
1100
3500
1200
4100
1400
5000
1700
5700
2100
6100
2500
6300
2600
6600
2750
7300
3000
45mm
60mm
Span O/hang
1400
500
1800
700
2100
800
2300
900
2500
1050
2700
1100
2900
1200
2200
700
2900
900
3300
1000
3800
1100
4400
1400
5300
1600
6400
2000
1500
600
2000
700
2300
900
2600
1000
3100
1200
3400
1400
3700
1500
3900
1600
4100
1650
2400
700
3100
900
3600
1100
4000
1200
4800
1500
5700
1800
6800
2200
7700
2600
8400
2900
1800
600
2400
800
2700
1000
3100
1100
3700
1300
4400
1600
5200
2000
5500
2250
5700
2350
6000
2450
6600
2750
100mm
Span
1200
1600
1800
2100
2400
2500
2700
2100
2700
3100
3500
4100
5000
6100
1400
1800
2100
2300
2700
3200
3400
3600
3800
2200
2900
3300
3800
4400
5300
6500
7400
8000
1600
2100
2400
2800
3300
3900
4800
5100
5300
5600
6100
O/hang
500
600
700
800
950
1050
1100
600
800
900
1100
1300
1500
1900
500
700
800
900
1100
1300
1400
1500
1550
700
900
1000
1100
1400
1600
2000
2500
2700
600
800
900
1000
1200
1400
1800
2100
2200
2300
2500
150mm
41
Rafter
Roof Beams-
Ridge/Intermediate Beam
H &VH
Supports
(posts, walls, etc)
Support Wall or
Intermediate Beam
WIND ZONES
ridge and intermediate beamscontinuous spanDesign Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Overhang - Span/300 or 10mm max
Ridge Beam
Span
Rafter
Span 1
Rafter
Span 2
RLW = Roof Load Width =
RS1 + RS2
2
For calculation example refer page 11
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
2200
700
2800
1000
3200
1100
3700
1300
4300
1500
4600
1800
5000
2050
2600
900
3300
1200
3800
1400
4300
1600
5100
1900
6100
2200
7100
2800
2300
800
3000
1000
3500
1200
4000
1400
4600
1600
5600
1900
6300
2400
6700
2750
7000
2850
2700
1000
3600
1300
4100
1500
4600
1700
5500
2000
6400
2400
7500
3000
8500
3400
9200
3600
2600
900
3400
1200
3900
1300
4400
1500
5200
1800
6100
2100
7200
2700
8200
3100
8900
3400
9800
3700
11600
4600
Span O/hang
1700
600
2200
800
2600
900
2900
1000
3400
1200
3600
1400
3900
1600
2200
700
2900
1000
3400
1100
3800
1300
4500
1500
5400
1800
6500
2200
1800
600
2400
800
2800
900
3200
1100
3700
1300
4500
1500
4900
1900
5300
2150
5500
2250
2400
800
3100
1000
3600
1200
4100
1400
4800
1600
5800
1900
6800
2400
7800
2900
8400
3100
2100
700
2700
900
3100
1100
3500
1200
4100
1400
5000
1700
6100
2100
7000
2600
7600
2900
8100
3200
8900
3700
Minimum bearing lengths at central support
42
36mm
Span O/hang
1500
500
1900
700
2200
800
2500
900
2900
1000
3200
1200
3400
1400
2000
600
2600
800
3100
1000
3500
1100
4100
1300
4900
1600
6100
2000
1600
500
2100
700
2400
800
2800
900
3300
1100
3800
1300
4300
1700
4600
1850
4700
1950
2200
700
2800
900
3300
1000
3700
1200
4400
1400
5300
1700
6400
2100
7300
2500
7900
2800
1800
600
2400
800
2700
900
3100
1100
3600
1200
4400
1500
5400
1900
6400
2300
6700
2500
7000
2900
7700
3200
45mm
60mm
Span O/hang
1300
400
1600
600
1900
700
2200
800
2500
900
2900
1100
3100
1250
1900
600
2500
800
2900
900
3300
1000
3900
1200
4700
1400
5800
1800
1400
500
1800
600
2100
700
2400
800
2900
1000
3400
1200
3900
1500
4100
1700
4300
1750
2100
600
2700
800
3100
900
3500
1100
4200
1300
5000
1500
6200
1900
7100
2300
7600
2600
1600
500
2100
700
2500
800
2800
1000
3300
1100
4000
1400
5000
1700
5800
2100
6000
2300
6300
2600
7000
2900
100mm
150mm
Span
1100
1500
1700
1900
2300
2600
2900
1800
2300
2700
3100
3600
4300
5400
1300
1600
1900
2200
2600
3000
3600
3800
4000
1900
2500
2900
3300
3900
4700
5800
6700
7300
1500
2000
2300
2600
3000
3600
4500
5200
5600
5900
6500
O/hang
400
500
600
700
900
1000
1100
500
700
800
900
1100
1300
1700
400
600
700
800
900
1100
1400
1550
1600
600
800
900
1000
1200
1400
1800
2100
2400
500
700
800
900
1000
1300
1600
1900
2100
2400
2650
Roof Beams-
H &VH
WIND ZONES
ridge and intermediate beamscontinuous span-
Overhangs - Overhanging roof beams are to be a maximum of one half the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Roof Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
Span O/hang
1900
600
2500
800
2800
1000
3200
1100
3800
1300
4600
1600
5100
2000
2200
800
2900
1100
3400
1200
3800
1400
4500
1600
5400
2000
6500
2400
2000
700
2600
900
3100
1000
3500
1200
4100
1400
4900
1700
6100
2100
6700
2500
7000
2800
2400
900
3100
1100
3600
1300
4100
1500
4800
1800
5800
2100
6800
2600
7800
3100
8400
3300
2300
800
3000
1000
3400
1200
3900
1300
4500
1600
5400
1900
6600
2300
7500
2800
8100
3100
9000
3400
11000
4200
Span O/hang
1500
500
1900
700
2300
800
2600
900
3000
1000
3500
1200
4000
1600
2000
600
2500
800
2900
1000
3300
1100
3900
1300
4700
1600
5900
2000
1600
500
2100
700
2400
800
2800
900
3300
1100
3900
1300
4900
1700
5300
2000
5500
2300
2100
700
2700
900
3200
1000
3600
1200
4200
1400
5100
1700
6200
2100
7100
2500
7700
2800
1800
600
2400
800
2700
900
3100
1100
3600
1200
4400
1500
5400
1900
6400
2300
6900
2500
7700
2900
8900
3600
Minimum bearing lengths at central support
36mm
Span O/hang
1300
400
1700
600
2000
700
2200
800
2600
900
3000
1100
3400
1300
1800
500
2300
700
2700
800
3000
1000
3600
1100
4300
1400
5400
1700
1400
500
1800
600
2100
700
2400
800
2800
1000
3400
1200
4100
1500
4600
1800
4800
1900
1900
600
2500
800
2900
900
3300
1000
3800
1200
4600
1500
5800
1800
6700
2200
7200
2500
1600
500
2100
700
2400
800
2700
900
3200
1100
3800
1300
4800
1600
5700
2000
6300
2200
6900
2500
7800
3100
45mm
60mm
Span O/hang
1100
400
1500
500
1700
600
2000
700
2300
800
2700
1000
3100
1200
1700
500
2200
700
2500
800
2900
900
3400
1000
4100
1200
5100
1600
1300
400
1700
600
1900
600
2200
700
2600
900
3100
1100
3700
1300
4100
1600
4300
1600
1800
500
2400
700
2700
800
3100
900
3700
1100
4400
1300
5500
1700
6400
2000
6900
2300
1400
500
1900
600
2200
700
2400
800
2900
1000
3500
1200
4300
1500
5200
1800
5700
2000
6200
2300
7100
2700
100mm
150mm
Span
1000
1300
1500
1800
2100
2400
2800
1600
2000
2400
2700
3200
3800
4800
1100
1500
1700
2000
2300
2800
3300
3800
4000
1700
2200
2500
2900
3400
4100
5100
6100
6600
1300
1700
2000
2300
2700
3200
4000
4800
5200
5700
6600
O/hang
300
500
500
600
700
900
1000
500
600
700
800
1000
1100
1400
400
500
600
700
800
1000
1200
1500
1500
500
700
800
900
1000
1200
1600
1900
2100
400
600
700
800
900
1100
1400
1700
1900
2100
2500
200mm
43
Underpurlins- L
&
M
Rafter
Spacing
Ridgeboard
Underpurlin
Rafter
WIND ZONES
single and continuous spanRoof Strut
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
R1
Underpurlin
Span
R2
RLW = Roof Load Width =
R1 + R2
2
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in
accordance with the description given on page 7.
For calculation example refer page 11
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2200
2800
3200
3700
3900
4100
4500
2300
3000
3500
3900
4600
5200
5600
6000
6300
2600
3300
3800
4300
5000
6000
7000
7900
8500
9400
10500
2000
2600
3000
3300
3500
3700
4100
2100
2700
3200
3600
4200
4700
5100
5400
5700
2400
3100
3500
4000
4600
5500
6600
7500
8000
8400
9400
1800
2400
2700
3100
3300
3500
3800
2000
2600
3000
3300
3900
4400
4700
5000
5200
2200
2800
3300
3700
4300
5200
6300
7100
7400
7800
8600
Minimum bearing lengths at end/central support
44
Continuous Span
1700
2200
2600
2900
3100
3300
3500
1900
2400
2800
3200
3700
4100
4400
4700
4900
2100
2700
3100
3500
4100
4900
6100
6600
6900
7300
8100
36mm
1600
2100
2500
2700
2900
3100
3300
1800
2300
2600
3000
3500
3900
4200
4500
4600
2000
2600
3000
3300
3900
4700
5800
6300
6500
6900
7600
45mm
2900
3800
4300
4500
4700
5000
5500
3100
4000
4700
5300
5900
6300
6900
7300
7600
3500
4500
5100
5800
6600
7500
8700
9900
10600
11400
12800
2600
3400
3800
4000
4300
4600
4900
2900
3700
4300
4800
5400
5700
6200
6600
6900
3200
4100
4700
5300
6200
7000
8200
9300
9700
10200
11400
60mm
2300
3000
3400
3700
4000
4200
4600
2600
3400
3900
4400
5000
5300
5700
6100
6300
3000
3800
4400
5000
5800
6700
7900
8600
9000
9400
10500
100mm
2100
2800
3200
3500
3700
4000
4300
2400
3100
3600
4000
4600
5000
5400
5700
6000
2800
3600
4200
4700
5500
6400
7600
8100
8400
8800
9800
2000
2600
2900
3300
3500
3800
4100
2200
2900
3300
3800
4300
4700
5100
5400
5600
2600
3400
3900
4500
5200
6200
7200
7600
7900
8300
9300
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1700
2200
2600
2900
3500
4100
5000
1900
2400
2800
3200
3700
4400
5500
6400
6900
2100
2700
3100
3500
4100
4900
6100
6900
7500
8200
10000
1600
2000
2400
2700
3100
3800
4500
1700
2200
2500
2900
3400
4100
5100
6000
6300
1900
2500
2800
3200
3800
4500
5600
6500
7000
7800
9500
1400
1900
2200
2500
2900
3500
4200
1600
2000
2400
2700
3100
3800
4700
5600
5800
1700
2300
2600
3000
3500
4200
5200
6200
6700
7400
9000
Minimum bearing lengths at end/central support
Continuous Span
1400
1800
2100
2300
2800
3300
3900
1500
1900
2200
2500
3000
3600
4500
5200
5400
1600
2100
2500
2800
3300
4000
4900
5900
6400
7100
8700
36mm
1300
1700
2000
2200
2600
3200
3700
1400
1800
2100
2400
2800
3400
4200
4900
5100
1600
2000
2400
2700
3100
3800
4700
5600
6200
6800
8400
45mm
2300
3000
3500
4000
4600
5100
5600
2500
3300
3800
4200
5000
6000
6900
7300
7600
2800
3600
4200
4700
5500
6400
7600
8600
9300
10300
12100
2100
2800
3200
3600
4200
4600
5000
2300
3000
3400
3900
4600
5500
6200
6700
7000
2500
3300
3800
4300
5100
6000
7100
8100
8700
9700
11100
60mm
2000
2600
3000
3400
3800
4200
4700
2100
2800
3200
3600
4200
5100
5700
6200
6400
2400
3100
3500
4000
4700
5700
6700
7700
8300
9200
10300
1800
2400
2800
3100
3500
3900
4400
2000
2600
3000
3400
4000
4700
5400
5800
6100
2200
2900
3300
3800
4500
5300
6500
7400
8000
8800
9800
1700
2300
2600
2900
3300
3700
4100
1900
2500
2800
3200
3800
4400
5100
5500
5800
2100
2800
3200
3600
4200
5100
6200
7100
7700
8400
9300
100mm
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1500
2000
2300
2600
3000
3600
4500
1600
2100
2400
2800
3300
3900
4900
5800
6300
1800
2400
2700
3100
3600
4300
5400
6300
6800
7600
9200
1400
1800
2100
2300
2800
3300
4100
1500
1900
2200
2500
3000
3600
4500
5300
5900
1600
2100
2500
2800
3300
4000
4900
5900
6400
7100
8700
1300
1700
1900
2200
2600
3100
3900
1400
1800
2100
2300
2800
3300
4100
5000
5500
1500
2000
2300
2600
3100
3700
4600
5500
6100
6700
8300
Minimum bearing lengths at end/central support
Continuous Span
1200
1600
1800
2000
2400
2900
3600
1300
1700
1900
2200
2600
3100
3900
4700
5200
1400
1900
2200
2500
2900
3500
4400
5200
5800
6500
7900
36mm
1100
1500
1700
1900
2300
2800
3500
1200
1600
1800
2100
2500
3000
3700
4500
5000
1400
1800
2100
2300
2800
3300
4100
5000
5500
6200
7700
45mm
2000
2600
3100
3500
4100
4700
5200
2200
2800
3300
3700
4400
5300
6400
6900
7200
2400
3200
3700
4200
4900
5800
6900
7900
8500
9400
11400
1800
2400
2800
3200
3700
4300
4700
2000
2600
3000
3400
4000
4800
5800
6200
6500
2200
2900
3300
3800
4500
5300
6500
7400
8000
8800
10400
60mm
1700
2200
2600
2900
3500
3900
4400
1800
2400
2800
3200
3700
4500
5300
5800
6000
2100
2700
3100
3500
4100
5000
6100
7000
7600
8400
9700
1600
2100
2400
2800
3200
3700
4100
1700
2300
2600
3000
3500
4200
5000
5400
5700
1900
2500
2900
3300
3900
4700
5900
6700
7300
8100
9200
1500
2000
2300
2600
3000
3400
3900
1600
2100
2500
2800
3300
4000
4700
5100
5400
1800
2400
2800
3200
3700
4500
5600
6500
7000
7800
8700
100mm
45
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1300
1700
2000
2300
2700
3200
4000
1400
1800
2100
2400
2900
3400
4300
5100
5700
1600
2100
2400
2700
3200
3800
4800
5700
6200
6900
8500
1200
1600
1800
2000
2400
2900
3600
1300
1700
1900
2200
2600
3100
3900
4700
5200
1400
1900
2200
2500
2900
3500
4400
5200
5800
6500
7900
1100
1400
1700
1900
2200
2700
3400
1200
1600
1800
2000
2400
2900
3600
4400
4800
1300
1700
2000
2300
2700
3200
4100
4900
5400
6100
7600
Minimum bearing lengths at end/central support
46
Continuous Span
1000
1400
1600
1800
2100
2500
3200
1100
1500
1700
1900
2300
2700
3400
4100
4600
1200
1600
1900
2200
2500
3100
3800
4600
5100
5800
7200
36mm
1000
1300
1500
1700
2000
2400
3000
1100
1400
1600
1800
2200
2600
3200
3900
4300
1200
1600
1800
2000
2400
2900
3600
4400
4800
5600
7000
45mm
1800
2300
2700
3000
3600
4300
4800
1900
2500
2900
3300
3800
4600
5800
6300
6500
2100
2800
3200
3600
4300
5100
6300
7200
7800
8600
10400
60mm
1600
2100
2400
2800
3300
3900
4300
1700
2300
2600
3000
3500
4200
5300
5700
6000
1900
2500
2900
3300
3900
4700
5900
6700
7300
8100
9500
1500
1900
2300
2600
3000
3600
4000
1600
2100
2400
2800
3300
3900
4900
5300
5500
1800
2400
2700
3100
3600
4400
5400
6400
6900
7700
8900
100mm
1400
1800
2100
2400
2800
3300
3700
1500
2000
2300
2600
3100
3700
4500
5000
5200
1700
2200
2600
2900
3400
4100
5100
6100
6600
7300
8400
120mm
1300
1700
2000
2300
2700
3100
3500
1400
1900
2200
2500
2900
3500
4300
4700
4900
1600
2100
2400
2800
3300
3900
4900
5900
6400
7100
8000
Underpurlins- H VH
&
Rafter
Spacing
Ridgeboard
Underpurlin
Rafter
WIND ZONES
single and continuous spanRoof Strut
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
R1
Underpurlin
Span
R2
RLW = Roof Load Width =
R1 + R2
2
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in
accordance with the description given on page 7.
For calculation example refer page 11
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2200
2600
2700
2900
3000
3200
3500
2300
3000
3400
3600
3800
4100
4400
4700
4900
2600
3300
3800
4300
5000
5700
6200
6600
6900
7200
8000
2000
2300
2500
2600
2700
2900
3200
2100
2700
3100
3200
3400
3700
4000
4200
4400
2400
3100
3500
4000
4600
5200
5600
6000
6200
6500
7200
1800
2100
2300
2400
2500
2700
2900
2000
2600
2800
3000
3200
3400
3700
3900
4100
2200
2800
3300
3700
4300
4800
5200
5500
5700
6000
6700
Minimum bearing lengths at end/central support
Continuous Span
1700
2000
2100
2200
2400
2500
2700
1900
2400
2600
2800
3000
3200
3400
3700
3800
2100
2700
3100
3500
4100
4500
4900
5200
5400
5600
6200
36mm
1600
1900
2000
2100
2300
2400
2600
1800
2300
2500
2600
2800
3000
3300
3500
3600
2000
2600
3000
3300
3900
4200
4600
4900
5100
5300
5900
45mm
2600
3200
3300
3500
3700
3900
4300
2900
3800
4200
4400
4600
4900
5300
5700
5900
3400
4500
5100
5800
6500
7000
7500
8000
8300
8800
9700
60mm
2200
2900
3000
3200
3300
3600
3900
2500
3300
3800
4000
4200
4500
4800
5100
5300
3000
3900
4500
5100
5900
6300
6800
7200
7500
7900
8800
2000
2600
2800
2900
3100
3300
3600
2200
2900
3400
3700
3900
4100
4500
4800
4900
2600
3500
4000
4500
5400
5800
6300
6700
7000
7300
8100
1800
2400
2600
2700
2900
3100
3300
2000
2600
3100
3400
3600
3900
4200
4500
4600
2400
3100
3600
4100
4900
5500
5900
6300
6500
6900
7600
1700
2200
2500
2600
2800
2900
3200
1900
2400
2800
3200
3500
3700
4000
4200
4400
2200
2900
3400
3800
4500
5200
5600
6000
6200
6500
7200
100mm
47
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1700
2200
2600
2900
3200
3400
3700
1900
2400
2800
3200
3700
4200
4600
4900
5100
2100
2700
3100
3500
4100
4900
6100
6900
7200
7600
8400
1600
2000
2400
2700
2900
3100
3300
1700
2200
2500
2900
3400
3800
4200
4400
4600
1900
2500
2800
3200
3800
4500
5600
6200
6500
6800
7600
1400
1900
2200
2500
2700
2800
3100
1600
2000
2400
2700
3100
3600
3800
4100
4300
1700
2300
2600
3000
3500
4200
5200
5800
6000
6300
7000
Minimum bearing lengths at end/central support
Continuous Span
1400
1800
2100
2300
2500
2700
2900
1500
1900
2200
2500
3000
3300
3600
3800
4000
1600
2100
2500
2800
3300
4000
4900
5400
5600
5900
6500
36mm
1300
1700
2000
2200
2400
2500
2700
1400
1800
2100
2400
2800
3200
3400
3600
3800
1600
2000
2400
2700
3100
3800
4700
5100
5300
5600
6200
45mm
2300
3000
3500
3700
3900
4100
4500
2500
3300
3800
4200
4900
5200
5600
6000
6200
2800
3600
4200
4700
5500
6400
7600
8400
8700
9200
10200
60mm
2100
2800
3200
3300
3500
3700
4000
2300
3000
3400
3900
4400
4700
5100
5400
5600
2500
3300
3800
4300
5100
6000
7100
7600
7900
8300
9200
1900
2500
2900
3100
3200
3400
3700
2100
2800
3200
3600
4100
4300
4700
5000
5200
2400
3100
3500
4000
4700
5700
6600
7000
7300
7700
8500
1800
2300
2600
2900
3000
3200
3500
2000
2600
3000
3400
3800
4100
4400
4700
4900
2200
2900
3300
3800
4500
5300
6200
6600
6800
7200
7900
1600
2100
2500
2700
2900
3100
3300
1800
2400
2800
3100
3600
3900
4200
4400
4600
2100
2800
3200
3600
4200
5100
5900
6200
6500
6800
7500
100mm
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1500
2000
2300
2600
3000
3600
3900
1600
2100
2400
2800
3300
3900
4800
5200
5400
1800
2400
2700
3100
3600
4300
5400
6300
6800
7600
8900
1400
1800
2100
2300
2800
3200
3500
1500
1900
2200
2500
3000
3600
4400
4700
4900
1600
2100
2500
2800
3300
4000
4900
5900
6400
7100
8000
1300
1700
1900
2200
2600
3000
3200
1400
1800
2100
2300
2800
3300
4100
4300
4500
1500
2000
2300
2600
3100
3700
4600
5500
6100
6600
7400
Minimum bearing lengths at end/central support
48
Continuous Span
1200
1600
1800
2000
2400
2800
3000
1300
1700
1900
2200
2600
3100
3800
4100
4200
1400
1900
2200
2500
2900
3500
4400
5200
5800
6200
6900
36mm
1100
1500
1700
1900
2300
2700
2900
1200
1600
1800
2100
2500
3000
3600
3800
4000
1400
1800
2100
2300
2800
3300
4100
5000
5500
5900
6500
45mm
2000
2600
3100
3500
4100
4300
4700
2200
2800
3300
3700
4400
5300
5900
6300
6500
2400
3200
3700
4200
4900
5800
6900
7900
8500
9400
10800
60mm
1800
2400
2800
3200
3700
3900
4200
2000
2600
3000
3400
4000
4800
5300
5700
5900
2200
2900
3300
3800
4500
5300
6500
7400
8000
8700
9700
1700
2200
2600
2900
3400
3600
3900
1800
2400
2800
3200
3700
4500
4900
5300
5500
2100
2700
3100
3500
4100
5000
6100
7000
7600
8100
8900
100mm
1600
2100
2400
2800
3100
3400
3700
1700
2300
2600
3000
3500
4200
4600
4900
5100
1900
2500
2900
3300
3900
4700
5900
6700
7200
7600
8400
1500
2000
2300
2600
2900
3200
3500
1600
2100
2500
2800
3300
3900
4400
4700
4900
1800
2400
2800
3200
3700
4500
5600
6500
6800
7200
7900
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1800
2400
3000
3600
4200
1800
2400
3000
3600
4200
Maximum Underpurlin Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1300
1700
2000
2300
2700
3200
4000
1400
1800
2100
2400
2900
3400
4300
5100
5700
1600
2100
2400
2700
3200
3800
4800
5700
6200
6900
8500
1200
1600
1800
2000
2400
2900
3600
1300
1700
1900
2200
2600
3100
3900
4700
5200
1400
1900
2200
2500
2900
3500
4400
5200
5800
6500
7900
1100
1400
1700
1900
2200
2700
3400
1200
1600
1800
2000
2400
2900
3600
4400
4800
1300
1700
2000
2300
2700
3200
4100
4900
5400
6100
7600
Minimum bearing lengths at end/central support
Continuous Span
1000
1400
1600
1800
2100
2500
3200
1100
1500
1700
1900
2300
2700
3400
4100
4600
1200
1600
1900
2200
2500
3100
3800
4600
5100
5800
7200
36mm
1000
1300
1500
1700
2000
2400
3000
1100
1400
1600
1800
2200
2600
3200
3900
4300
1200
1600
1800
2000
2400
2900
3600
4400
4800
5600
7000
45mm
1800
2300
2700
3000
3600
4300
4800
1900
2500
2900
3300
3800
4600
5800
6300
6500
2100
2800
3200
3600
4300
5100
6300
7200
7800
8600
10400
60mm
1600
2100
2400
2800
3300
3900
4300
1700
2300
2600
3000
3500
4200
5300
5700
6000
1900
2500
2900
3300
3900
4700
5900
6700
7300
8100
9500
1500
1900
2300
2600
3000
3600
4000
1600
2100
2400
2800
3300
3900
4900
5300
5500
1800
2400
2700
3100
3600
4400
5400
6400
6900
7700
8900
100mm
1400
1800
2100
2400
2800
3300
3700
1500
2000
2300
2600
3100
3700
4500
5000
5200
1700
2200
2600
2900
3400
4100
5100
6100
6600
7300
8400
1300
1700
2000
2300
2700
3100
3500
1400
1900
2200
2500
2900
3500
4300
4700
4900
1600
2100
2400
2800
3300
3900
4900
5900
6400
7100
8000
120mm
49
Ridgeboard
Strutting Beams- L
&
R1
M
Underpurlin
WIND ZONES
R2
light and heavy roofsingle spanwithout ceiling-
Roof
Strut
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
L2
L1
Strutting Beam Span
Strut
RAS = Roof Area Supported =
L1 + L2 x R1 + R2
2
2
For calculation example refer page 11
Light sheet roof - 20kg/m2
RAS (m2)
2
4
6
8
10
12
Heavy tile roof - 60kg/m2
2
4
6
8
10
12
500
800
1000
1200
1300
1500
1700
600
1000
1200
1400
1800
2100
2400
2700
2800
800
1100
1400
1700
2200
2900
4000
4400
4600
5000
5700
N/A
700
800
1000
1200
1400
1600
500
800
1100
1300
1600
1900
2200
2400
2600
700
1000
1300
1600
2000
2600
3600
4000
4200
4500
5200
Maximum Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2000
2900
3400
3600
3900
4200
4700
2200
3200
3900
4600
5300
5800
6300
6800
7100
2600
3700
4400
5200
6200
7100
8400
9600
10300
11100
11800
1400
2100
2300
2500
2700
3000
3400
1600
2300
2900
3400
3800
4200
4700
5100
5300
1900
2700
3300
4000
5000
6200
7400
8100
8400
8900
9900
Minimum bearing lengths at support
50
1100
1600
1900
2000
2200
2400
2700
1300
1900
2400
2800
3100
3400
3800
4200
4400
1500
2200
2800
3300
4200
5400
6300
6800
7100
7600
8500
900
1300
1600
1700
1900
2100
2400
1100
1700
2100
2400
2700
3000
3300
3600
3800
1300
2000
2400
2900
3700
4800
5500
6000
6300
6700
7600
36mm
Single Span
700
1100
1300
1500
1700
1900
2100
900
1500
1800
2100
2400
2600
3000
3300
3400
1200
1700
2200
2600
3300
4300
4900
5400
5600
6000
6900
600
1000
1200
1300
1500
1700
1900
700
1300
1600
1800
2100
2400
2700
3000
3100
1100
1600
2000
2400
3000
3900
4500
4900
5200
5500
6300
1300
1900
2400
2900
3200
3500
3900
1500
2200
2700
3200
4000
4800
5300
5800
6000
1700
2500
3100
3700
4700
5900
7200
8400
9100
9500
10300
900
1400
1700
2000
2200
2400
2700
1000
1500
1900
2300
2900
3400
3800
4200
4400
1200
1800
2200
2700
3400
4500
6000
6800
7100
7600
8500
700
1100
1400
1600
1800
2000
2200
800
1200
1500
1900
2400
2800
3100
3400
3600
1000
1500
1800
2200
2800
3700
5100
5600
5900
6300
7200
600
1000
1200
1300
1500
1700
1900
700
1100
1300
1600
2100
2400
2700
3000
3100
800
1300
1600
1900
2500
3200
4500
4900
5200
5500
6300
Ridgeboard
R1
Strutting Beams- H VH
Underpurlin
&
WIND ZONES
R2
light and heavy roofsingle spanwithout ceiling
Roof
Strut
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
L2
L1
Strutting Beam Span
Strut
RAS = Roof Area Supported =
Light sheet roof - 20kg/m2
RAS (m2)
2
4
6
8
10
12
L1 + L2 x R1 + R2
2
2
Heavy tile roof - 60kg/m2
2
4
6
8
10
12
400
800
900
1100
1300
1500
1700
500
1000
1200
1400
1800
2100
2400
2600
2700
800
1100
1400
1700
2200
2900
3900
4300
4500
4900
5600
N/A
600
800
1000
1200
1300
1500
400
800
1100
1300
1600
1900
2100
2400
2500
600
1000
1300
1600
2000
2600
3500
3900
4100
4500
5100
Maximum Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2000
2900
3100
3300
3600
3900
4400
2200
3200
3900
4600
5000
5400
6000
6500
6800
2600
3700
4400
5200
6200
7100
8400
9600
10300
11000
11800
1400
1900
2100
2300
2500
2800
3100
1600
2300
2900
3200
3500
3900
4300
4700
5000
1900
2700
3300
4000
5000
6200
7100
7700
8000
8500
9500
Minimum bearing lengths at support
1000
1400
1700
1800
2000
2200
2500
1200
1900
2300
2500
2800
3100
3500
3900
4100
1500
2200
2800
3300
4200
5200
5900
6400
6700
7100
8100
700
1100
1400
1500
1700
1900
2200
900
1500
1900
2100
2400
2700
3000
3300
3500
1300
2000
2400
2900
3700
4500
5100
5600
5800
6300
7100
Single Span
600
900
1200
1300
1500
1700
1900
700
1200
1600
1800
2100
2400
2700
3000
3200
1000
1700
2200
2600
3300
4000
4500
5000
5200
5600
6400
500
800
1000
1200
1400
1500
1700
600
1000
1300
1600
1900
2200
2500
2700
2900
900
1500
2000
2400
3000
3600
4100
4500
4800
5100
5900
1300
1900
2400
2900
3100
3400
3800
1500
2200
2700
3200
4000
4700
5200
5700
6000
1700
2500
3100
3700
4700
5900
7200
8400
9100
9500
10300
900
1400
1700
2000
2200
2400
2700
1000
1500
1900
2300
2900
3400
3800
4100
4300
1200
1800
2200
2700
3400
4500
6000
6700
7000
7500
8500
700
1100
1400
1600
1700
1900
2200
800
1200
1500
1900
2400
2700
3100
3400
3500
1000
1500
1800
2200
2800
3700
5100
5500
5800
6200
7100
500
900
1100
1300
1500
1700
1900
700
1100
1300
1600
2100
2300
2600
2900
3100
800
1300
1600
1900
2500
3200
4400
4800
5100
5400
6200
36mm
51
Ridgeboard
Counter Strutting
Beams-
L &M
R1
WIND ZONES
Underpurlin
R2
Rafter
Roof
Strut
supporting underpurlins & ceilingsingle span-
C2
L2
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
C1
Counter Strutting
Beam Span
L1
Ceiling
Runner
Counter
Strutting
Beam
L1 + L2 x R1 + R2
2
2
RAS = Roof Area Supported =
C1 + C2
2
CLW = Ceiling Load Width =
For calculation example refer page 11
Light sheet roof - with ceiling - 40kg/m2
CLW (mm)
RAS (m2)
1800
2
4
3600
6
8
10
12
2
4
6
8
10
12
700
1100
1500
1800
2100
2400
2800
800
1300
1600
1900
2400
3100
3800
4100
4300
1100
1600
1900
2300
2800
3500
4400
5100
5600
6300
7900
600
1000
1300
1500
1900
2200
2600
700
1200
1500
1800
2300
2900
3500
3900
4100
1000
1500
1800
2100
2700
3400
4200
5000
5400
6100
7700
Maximum Counter Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1600
2200
2700
3100
3700
4300
5200
1800
2400
2900
3400
4000
4600
5500
6300
6800
2000
2800
3300
3800
4300
5000
5900
6800
7300
8100
9900
1300
1800
2200
2600
3200
3800
4200
1400
2000
2400
2900
3500
4200
5100
5900
6400
1600
2300
2800
3300
3900
4600
5500
6400
6900
7700
9500
Minimum bearing lengths at support
52
1100
1600
1900
2300
2900
3200
3600
1200
1700
2100
2500
3100
3900
4700
5400
5600
1400
2000
2500
2900
3600
4300
5200
6000
6600
7400
9200
900
1400
1700
2100
2500
2800
3200
1100
1600
1900
2300
2900
3600
4400
4800
5000
1200
1800
2200
2700
3300
4000
4900
5800
6300
7100
8900
36mm
Single Span
700
1200
1500
1800
2200
2500
2900
900
1400
1700
2100
2600
3400
4000
4400
4600
1100
1700
2000
2400
3100
3800
4700
5500
6100
6800
8600
600
1000
1300
1600
2000
2300
2600
700
1200
1600
1900
2400
3100
3600
4000
4200
1000
1500
1900
2300
2800
3700
4500
5300
5800
6600
8200
1400
1900
2200
2600
3100
3800
4200
1500
2100
2400
2800
3300
4000
4700
5400
5900
1700
2300
2700
3200
3700
4300
5100
5900
6400
7100
8700
1200
1600
2000
2300
2800
3500
3800
1300
1800
2200
2500
3000
3700
4500
5200
5600
1500
2100
2500
2900
3500
4100
4900
5700
6100
6800
8500
1000
1500
1800
2100
2600
3000
3400
1100
1600
1900
2300
2800
3500
4300
4900
5100
1300
1900
2200
2600
3200
3900
4700
5500
5900
6600
8300
800
1300
1600
1900
2400
2700
3000
1000
1500
1800
2100
2600
3300
4100
4500
4700
1200
1700
2100
2400
3000
3700
4500
5300
5800
6400
8100
Counter Strutting
Beams-
L &M
WIND ZONES
supporting underpurlins & ceilingsingle span-
Heavy tile roof - with ceiling - 90kg/m2
CLW (mm)
RAS (m2)
1800
2
4
3600
6
8
10
12
2
4
6
8
10
12
400
800
1000
1200
1600
2000
2300
600
900
1100
1400
1800
2300
3100
3500
3700
700
1100
1400
1600
2100
2700
3600
4300
4800
5400
6900
N/A
600
900
1100
1400
1800
2100
500
800
1100
1300
1600
2100
2900
3200
3400
700
1000
1200
1500
1900
2500
3400
4100
4600
5200
6600
Maximum Counter Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1200
1700
2100
2500
3100
3800
4500
1300
1900
2300
2700
3400
4100
4900
5800
6300
1600
2200
2700
3200
3800
4500
5400
6300
6800
7600
9400
900
1300
1600
1900
2400
3100
3600
1000
1500
1800
2100
2700
3500
4300
5100
5500
1200
1700
2100
2500
3100
3900
4800
5600
6100
6900
8700
Minimum bearing lengths at support
700
1100
1300
1600
2100
2700
3000
800
1200
1500
1800
2300
3000
3900
4600
4800
1000
1400
1800
2100
2700
3500
4300
5100
5700
6400
8100
600
900
1200
1400
1800
2300
2600
700
1000
1300
1600
2000
2600
3600
4000
4200
800
1200
1500
1900
2400
3100
4000
4800
5300
6000
7700
Single Span
400
800
1000
1300
1600
2000
2400
600
900
1200
1400
1800
2400
3300
3600
3800
700
1100
1400
1700
2100
2800
3800
4500
5000
5700
7300
N/A
700
900
1100
1500
1800
2100
500
800
1100
1300
1700
2200
3000
3300
3500
700
1000
1300
1500
2000
2600
3600
4300
4700
5400
7000
1100
1600
1900
2200
2700
3400
3800
1200
1700
2100
2400
3000
3700
4400
5100
5500
1400
2000
2400
2800
3400
4000
4800
5600
6100
6800
8400
800
1200
1500
1800
2200
2900
3300
900
1400
1700
2000
2500
3100
4000
4700
4900
1100
1600
2000
2300
2900
3600
4400
5200
5600
6300
7900
700
1000
1300
1500
1900
2500
2900
800
1200
1400
1700
2200
2800
3700
4200
4400
900
1400
1700
2000
2500
3200
4100
4800
5300
6000
7600
600
900
1100
1400
1700
2200
2600
700
1000
1300
1500
1900
2500
3400
3800
4000
800
1200
1500
1800
2300
2900
3900
4600
5000
5700
7200
36mm
53
Ridgeboard
Counter Strutting
Beams-
H &VH
R1
WIND ZONES
Underpurlin
R2
Rafter
Roof
Strut
supporting underpurlins & ceilingsingle span-
C2
L2
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
C1
Counter Strutting
Beam Span
L1
Ceiling
Runner
Counter
Strutting
Beam
L1 + L2 x R1 + R2
2
2
RAS = Roof Area Supported =
C1 + C2
2
CLW = Ceiling Load Width =
For calculation example refer page 11
Light sheet roof - with ceiling - 40kg/m2
CLW (mm)
RAS (m2)
1800
2
4
3600
6
8
10
12
2
4
6
8
10
12
600
1000
1300
1600
1900
2300
2600
700
1200
1600
1900
2400
3100
3600
4000
4200
1000
1600
1900
2300
2800
3500
4400
5100
5600
6300
7900
500
800
1100
1400
1700
2100
2400
600
1000
1400
1800
2300
2800
3300
3600
3900
900
1500
1800
2100
2700
3400
4200
5000
5400
6100
7500
Maximum Counter Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1600
2200
2700
3100
3700
4300
5200
1800
2400
2900
3400
4000
4600
5500
6300
6800
2000
2800
3300
3800
4300
5000
5900
6800
7300
8100
9900
1300
1800
2200
2600
3200
3600
4100
1400
2000
2400
2900
3500
4200
5100
5900
6300
1600
2300
2800
3300
3900
4600
5500
6400
6900
7700
9500
Minimum bearing lengths at support
54
1000
1600
1900
2300
2700
3000
3400
1200
1700
2100
2500
3100
3900
4700
5100
5400
1400
2000
2500
2900
3600
4300
5200
6000
6600
7400
9200
700
1300
1600
1900
2300
2600
3000
900
1600
1900
2300
2900
3600
4100
4500
4800
1200
1800
2200
2700
3300
4000
4900
5800
6300
7100
8900
36mm
Single Span
600
1000
1300
1600
2000
2300
2700
700
1300
1700
2100
2600
3200
3700
4100
4300
1000
1700
2000
2400
3100
3800
4700
5500
6100
6800
8500
500
800
1100
1400
1800
2100
2400
600
1000
1400
1800
2300
2900
3400
3800
4000
900
1500
1900
2300
2800
3700
4500
5300
5800
6600
7900
1400
1900
2200
2600
3100
3800
4200
1500
2100
2400
2800
3300
4000
4700
5400
5900
1700
2300
2700
3200
3700
4300
5100
5900
6400
7100
8700
1200
1600
2000
2300
2800
3400
3800
1300
1800
2200
2500
3000
3700
4500
5200
5600
1500
2100
2500
2900
3500
4100
4900
5700
6100
6800
8500
1000
1500
1800
2100
2600
2900
3300
1100
1600
1900
2300
2800
3500
4300
4800
5000
1300
1900
2200
2600
3200
3900
4700
5500
5900
6600
8300
700
1200
1600
1900
2200
2500
2900
900
1500
1800
2100
2600
3300
3900
4300
4500
1200
1700
2100
2400
3000
3700
4500
5300
5800
6400
8100
Counter Strutting
Beams-
H &VH
WIND ZONES
supporting underpurlins & ceilingsingle span-
Heavy tile roof - with ceiling - 90kg/m2
CLW (mm)
RAS (m2)
1800
2
4
3600
6
8
10
12
2
4
6
8
10
12
400
700
1000
1200
1600
1900
2300
500
900
1100
1400
1800
2300
3100
3500
3700
700
1100
1400
1600
2100
2700
3600
4300
4800
5400
6900
N/A
600
800
1100
1400
1700
2100
400
800
1000
1300
1600
2100
2800
3200
3400
600
1000
1200
1500
1900
2500
3400
4100
4600
5200
6600
Maximum Counter Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1200
1700
2100
2500
3100
3800
4500
1300
1900
2300
2700
3400
4100
4900
5800
6300
1600
2200
2700
3200
3800
4500
5400
6300
6800
7600
9400
900
1300
1600
1900
2400
3100
3600
1000
1500
1800
2100
2700
3500
4300
5100
5500
1200
1700
2100
2500
3100
3900
4800
5600
6100
6900
8700
Minimum bearing lengths at support
700
1100
1300
1600
2100
2600
3000
800
1200
1500
1800
2300
3000
3900
4500
4800
1000
1400
1800
2100
2700
3500
4300
5100
5700
6400
8100
500
900
1200
1400
1800
2200
2600
700
1000
1300
1600
2000
2600
3600
4000
4200
800
1200
1500
1900
2400
3100
4000
4800
5300
6000
7700
Single Span
400
800
1000
1300
1600
2000
2300
500
900
1200
1400
1800
2400
3200
3600
3800
700
1100
1400
1700
2100
2800
3800
4500
5000
5700
7300
N/A
600
800
1100
1400
1800
2100
400
800
1100
1300
1700
2200
2900
3300
3500
600
1000
1300
1500
2000
2600
3600
4300
4700
5400
7000
1100
1600
1900
2200
2700
3400
3800
1200
1700
2100
2400
3000
3700
4400
5100
5500
1400
2000
2400
2800
3400
4000
4800
5600
6100
6800
8400
800
1200
1500
1800
2200
2900
3300
900
1400
1700
2000
2500
3100
4000
4700
4900
1100
1600
2000
2300
2900
3600
4400
5200
5600
6300
7900
700
1000
1300
1500
1900
2500
2900
800
1200
1400
1700
2200
2800
3700
4200
4400
900
1400
1700
2000
2500
3200
4100
4800
5300
6000
7600
500
900
1100
1400
1700
2200
2500
700
1000
1300
1500
1900
2500
3400
3800
4000
800
1200
1500
1800
2300
2900
3900
4600
5000
5700
7200
36mm
55
Combined Ceiling
Runner Strutting
Beamssupporting underpurlins & ceilingsingle span-
L &M
WIND ZONES
R1
R2
Underpurlin
Str
ut
C1
Ceiling Runner
Strutting Beam
Span
C2
Span=S
Ceiling Runner
Strutting Beam
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
RAS = Roof Area Supported =
CLW = Ceiling Load Width =
R1 + R2 x S
2
2
C1 + C2
2
For calculation example refer page 11
Light sheet roof - with ceiling - 40kg/m2
CLW (mm)
RAS (m2)
1800
2
4
6
3600
8
10
12
2
4
6
8
10
12
700
1100
1300
1400
1600
1800
2000
800
1300
1600
1900
2200
2500
2800
3000
3200
1100
1500
1900
2200
2700
3400
4300
4800
5000
5300
6000
600
900
1100
1300
1500
1600
1800
700
1200
1500
1700
2000
2300
2600
2800
2900
1000
1400
1800
2100
2600
3300
4100
4500
4700
5000
5700
Maximum Combined Hanging Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1600
2200
2600
3000
3300
3500
3900
1700
2400
2800
3200
3800
4400
5100
5500
5700
2000
2700
3200
3600
4200
4800
5700
6600
7100
7800
9000
1200
1800
2200
2300
2500
2800
3100
1400
2000
2400
2800
3400
3800
4200
4500
4700
1600
2300
2700
3200
3800
4500
5400
6200
6700
7500
8400
Minimum bearing lengths at support
56
1100
1500
1800
1900
2100
2300
2600
1200
1700
2100
2500
2900
3200
3600
3900
4100
1400
2000
2400
2900
3500
4200
5100
5900
6400
6800
7600
900
1300
1500
1700
1900
2000
2300
1000
1500
1900
2200
2600
2800
3200
3500
3600
1200
1800
2200
2600
3200
4000
4800
5500
5800
6200
7000
36mm
Single Span
700
1100
1300
1500
1700
1800
2100
900
1400
1700
2000
2300
2600
2900
3100
3300
1100
1600
2000
2400
3000
3800
4600
5100
5300
5700
6400
600
900
1200
1300
1500
1700
1900
700
1200
1500
1800
2100
2300
2600
2900
3000
1000
1500
1900
2200
2800
3600
4300
4700
4900
5300
6000
1300
1800
2100
2400
2800
3000
3300
1400
2000
2300
2600
3200
3800
4200
4500
4600
1600
2200
2600
3000
3600
4100
4900
5600
6100
6800
7500
1100
1600
1900
2200
2400
2600
2800
1200
1700
2100
2400
2900
3400
3800
4100
4300
1400
2000
2400
2700
3300
3900
4700
5500
5900
6500
7200
1000
1400
1700
1900
2000
2200
2500
1100
1600
1900
2200
2700
3000
3300
3600
3800
1300
1800
2200
2500
3100
3800
4500
5300
5700
6200
6900
800
1300
1500
1600
1800
2000
2200
1000
1400
1700
2000
2400
2700
3000
3300
3400
1200
1700
2000
2400
2900
3600
4400
5100
5400
5700
6400
Combined Ceiling
Runner Strutting
Beams-
L &M
WIND ZONES
supporting underpurlins & ceilingsingle span-
Heavy tile roof - with ceiling - 90kg/m2
CLW (mm)
RAS (m2)
1800
2
4
6
3600
8
10
12
2
4
6
8
10
12
400
800
1000
1100
1300
1500
1700
600
900
1100
1400
1700
2000
2300
2500
2700
700
1100
1300
1600
2000
2600
3600
4100
4300
4600
5200
N/A
600
800
1000
1200
1300
1500
500
800
1000
1300
1600
1800
2100
2300
2500
700
1000
1200
1500
1900
2500
3300
3800
4000
4300
4900
Maximum Combined Hanging Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1200
1700
2100
2400
2800
3000
3300
1300
1900
2300
2700
3300
4000
4400
4700
4900
1500
2200
2600
3100
3700
4400
5300
6100
6600
7400
8300
900
1300
1600
1900
2100
2300
2600
1000
1400
1800
2100
2600
3200
3600
3900
4100
1200
1700
2100
2500
3100
3800
4700
5500
6000
6600
7300
Minimum bearing lengths at support
700
1100
1300
1600
1700
1900
2200
800
1200
1500
1800
2300
2700
3000
3300
3500
1000
1400
1700
2100
2600
3400
4300
5100
5500
5800
6600
600
900
1200
1300
1500
1700
1900
700
1000
1300
1600
2000
2300
2600
2900
3000
800
1200
1500
1800
2300
3000
4000
4700
4900
5300
6000
Single Span
400
800
1000
1100
1300
1500
1700
600
900
1200
1400
1800
2100
2400
2600
2700
700
1100
1400
1700
2100
2800
3800
4300
4500
4800
5500
N/A
700
800
1000
1200
1400
1500
500
800
1100
1300
1600
1900
2200
2400
2500
700
1000
1300
1500
2000
2600
3500
3900
4100
4400
5100
1100
1500
1800
2100
2500
2700
2900
1200
1700
2000
2300
2800
3500
3800
4100
4200
1400
1900
2300
2700
3200
3900
4700
5400
5900
6400
7100
800
1200
1500
1800
2000
2200
2400
900
1300
1600
1900
2400
2900
3200
3500
3700
1100
1600
1900
2300
2800
3500
4300
5000
5500
5800
6400
700
1000
1300
1500
1700
1900
2100
800
1200
1400
1700
2100
2600
2900
3100
3300
900
1400
1700
2000
2500
3100
4000
4700
5000
5300
5900
600
900
1100
1300
1500
1600
1800
700
1000
1300
1500
1900
2300
2600
2800
2900
800
1200
1500
1800
2200
2900
3800
4400
4600
4900
5500
36mm
57
Combined Ceiling
Runner Strutting
Beamssupporting underpurlins & ceilingsingle span-
H &VH
WIND ZONES
R1
R2
Underpurlin
Str
ut
C1
Ceiling Runner
Strutting Beam
Span
C2
Span=S
Ceiling Runner
Strutting Beam
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
RAS = Roof Area Supported =
CLW = Ceiling Load Width =
R1 + R2 x S
2
2
C1 + C2
2
For calculation example refer page 11
Light sheet roof - with ceiling - 40kg/m2
CLW (mm)
RAS (m2)
1800
2
4
6
3600
8
10
12
2
4
6
8
10
12
600
1000
1200
1300
1500
1700
1900
700
1200
1500
1800
2100
2300
2600
2900
3000
1000
1500
1900
2200
2700
3400
4200
4600
4800
5200
5900
500
800
1000
1200
1400
1500
1700
600
1000
1300
1600
1900
2100
2400
2600
2800
900
1400
1800
2100
2600
3300
3900
4300
4500
4800
5500
Maximum Combined Hanging Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1600
2200
2600
3000
3200
3500
3800
1700
2400
2800
3200
3800
4400
5100
5500
5700
2000
2700
3200
3600
4200
4800
5700
6600
7100
7800
9000
1200
1800
2100
2200
2400
2600
2900
1400
2000
2400
2800
3300
3600
4000
4400
4600
1600
2300
2700
3200
3800
4500
5400
6200
6700
7500
8400
Minimum bearing lengths at support
58
1000
1400
1600
1800
2000
2200
2500
1200
1700
2100
2500
2800
3000
3400
3700
3900
1400
2000
2400
2900
3500
4200
5100
5900
6200
6600
7500
700
1200
1400
1500
1700
1900
2100
900
1500
1800
2100
2400
2600
3000
3300
3400
1200
1800
2200
2600
3200
4000
4800
5300
5600
5900
6700
36mm
Single Span
600
1000
1200
1300
1500
1700
1900
700
1300
1600
1800
2100
2400
2700
2900
3100
1000
1600
2000
2400
3000
3800
4400
4800
5000
5400
6200
500
800
1000
1200
1400
1500
1800
600
1000
1400
1600
1900
2200
2500
2700
2800
900
1500
1900
2200
2800
3500
4000
4400
4700
5000
5700
1300
1800
2100
2400
2800
3000
3300
1400
2000
2300
2600
3200
3800
4200
4500
4600
1600
2200
2600
3000
3600
4100
4900
5600
6100
6800
7500
1100
1600
1900
2100
2300
2500
2800
1200
1700
2100
2400
2900
3400
3700
4000
4200
1400
2000
2400
2700
3300
3900
4700
5500
5900
6500
7200
1000
1400
1600
1700
1900
2100
2400
1100
1600
1900
2200
2600
2900
3200
3500
3700
1300
1800
2200
2500
3100
3800
4500
5300
5700
6100
6900
700
1100
1300
1500
1700
1900
2100
900
1400
1700
2000
2300
2600
2900
3100
3300
1200
1700
2000
2400
2900
3600
4400
5000
5200
5600
6300
Combined Ceiling
Runner Strutting
Beams-
H &VH
WIND ZONES
supporting underpurlins & ceilingsingle span-
Heavy tile roof - with ceiling - 90kg/m2
CLW (mm)
RAS (m2)
1800
2
4
6
3600
8
10
12
2
4
6
8
10
12
400
700
900
1100
1300
1400
1600
500
900
1100
1400
1700
2000
2300
2500
2600
700
1100
1300
1600
2000
2600
3600
4100
4300
4600
5200
N/A
600
800
1000
1100
1300
1500
400
800
1000
1300
1500
1800
2100
2300
2400
600
1000
1200
1500
1900
2500
3300
3800
4000
4200
4900
Maximum Combined Hanging Strutting Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1200
1700
2100
2400
2800
3000
3300
1300
1900
2300
2700
3300
4000
4400
4700
4900
1500
2200
2600
3100
3700
4400
5300
6100
6600
7400
8300
900
1300
1600
1900
2100
2300
2600
1000
1400
1800
2100
2600
3200
3600
3900
4100
1200
1700
2100
2500
3100
3800
4700
5500
6000
6600
7300
Minimum bearing lengths at support
700
1100
1300
1500
1700
1900
2100
800
1200
1500
1800
2300
2600
3000
3300
3400
1000
1400
1700
2100
2600
3400
4300
5100
5500
5800
6600
500
900
1100
1300
1500
1600
1900
700
1000
1300
1600
2000
2300
2600
2800
3000
800
1200
1500
1800
2300
3000
4000
4700
4900
5200
6000
Single Span
400
700
900
1100
1300
1500
1700
500
900
1200
1400
1800
2000
2300
2600
2700
700
1100
1400
1700
2100
2800
3800
4200
4400
4700
5400
N/A
600
800
1000
1100
1300
1500
400
800
1000
1300
1600
1800
2100
2300
2500
600
1000
1300
1500
2000
2600
3500
3900
4100
4400
5000
1100
1500
1800
2100
2500
2700
2900
1200
1700
2000
2300
2800
3500
3800
4100
4200
1400
1900
2300
2700
3200
3900
4700
5400
5900
6400
7100
800
1200
1500
1800
2000
2200
2400
900
1300
1600
1900
2400
2900
3200
3500
3700
1100
1600
1900
2300
2800
3500
4300
5000
5500
5800
6400
700
1000
1300
1500
1700
1900
2100
800
1200
1400
1700
2100
2600
2900
3100
3300
900
1400
1700
2000
2500
3100
4000
4700
5000
5300
5900
500
900
1100
1300
1400
1600
1800
700
1000
1300
1500
1900
2200
2500
2800
2900
800
1200
1500
1800
2200
2900
3800
4400
4600
4900
5500
36mm
59
60
Ceiling Runner
Ceiling
Runners-
Ceiling Joist
single span-
C1
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
Ceiling
Runner Span
C2
CLW = Ceiling Load Width =
C1 + C2
2
3600
5400
6000
1400
1800
2100
2400
2700
2900
3200
1500
1900
2300
2600
3000
3600
4100
4400
4500
1700
2200
2500
2900
3400
3900
4600
5300
5700
6400
7500
1300
1700
2000
2300
2600
2800
3100
1400
1900
2100
2400
2900
3500
3900
4200
4400
1600
2100
2400
2700
3200
3800
4500
5100
5600
6200
7200
For calculation example refer page 11
CLW (mm)
1800
2400
3000
4200
4800
Maximum Ceiling Runner Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2200
2800
3100
3300
3500
3800
4100
2300
3000
3500
3800
4300
4900
5400
5800
6000
2600
3300
3800
4100
4700
5300
6200
7000
7600
8300
9900
1900
2500
2900
3100
3300
3600
3900
2100
2700
3100
3500
4000
4600
5100
5500
5700
2300
3000
3500
3900
4300
4900
5800
6600
7100
7800
9400
Minimum bearing lengths at support
1800
2300
2700
3000
3200
3400
3700
1900
2500
2900
3200
3800
4300
4800
5200
5400
2100
2800
3200
3600
4100
4700
5500
6300
6700
7400
8900
1600
2100
2500
2800
3000
3300
3600
1800
2300
2700
3000
3600
4100
4600
4900
5100
2000
2600
3000
3400
3900
4400
5200
6000
6400
7100
8500
1500
2000
2300
2600
2900
3100
3400
1700
2200
2500
2800
3300
3900
4400
4700
4900
1900
2400
2800
3200
3700
4200
5000
5700
6200
6800
8100
1500
1900
2200
2500
2800
3000
3300
1600
2000
2400
2700
3200
3800
4200
4500
4700
1800
2300
2600
3000
3500
4100
4800
5500
5900
6600
7800
36mm
61
Ceiling Runner
Counter Beam
Counter
Beams-
Ceiling Joist
single span-
H2
Counter
Beam Span
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Live Load - Span/250 or 12.5mm max
H1
CLW = Ceiling Load Width =
H1 + H2
2
For calculation example refer page 11
CLW (mm)
1800
2400
3000
3600
4200
4800
1600
2100
2400
2800
3300
3900
4400
1700
2300
2600
3000
3500
4200
5000
5700
6200
1900
2500
2900
3300
3900
4600
5400
6200
6700
7400
9000
1500
2000
2300
2600
3100
3700
4200
1600
2100
2500
2800
3300
4000
4800
5500
5900
1800
2400
2800
3100
3700
4400
5200
5900
6400
7100
8700
Maximum Counter Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2300
3000
3400
3800
4500
5000
5400
2400
3200
3600
4100
4700
5400
6300
7100
7700
2700
3500
4000
4500
5100
5800
6700
7600
8200
9000
10800
Minimum bearing lengths at support
62
2000
2700
3100
3500
4100
4700
5100
2200
2800
3300
3700
4400
5000
5900
6700
7200
2400
3200
3600
4100
4700
5400
6300
7100
7700
8500
10200
36mm
1900
2400
2800
3200
3700
4400
4800
2000
2600
3000
3400
4000
4700
5500
6300
6800
2200
2900
3300
3800
4400
5100
5900
6800
7300
8000
9800
1700
2300
2600
2900
3500
4200
4600
1900
2400
2800
3200
3700
4500
5200
6000
6500
2100
2700
3100
3500
4100
4800
5700
6400
6900
7700
9300
Ceiling Joistssingle and continuous span-
Ceiling Runner
Rafter
Load Bearing Wall
Load Bearing Wall
Design Deflection Limits
Dead Load - Span/300 or 20mm max
Ceiling Joist
Spacing
Ceiling Joist Span
Ceiling Joist
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
For calculation example refer page 11
Spacing (mm)
450
600
900
1200
450
600
900
1200
Maximum Ceiling Joists Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2800
3300
3500
3700
4000
4300
4800
3300
4200
4700
5100
5400
5800
6400
6800
7100
3500
4500
5000
5500
6100
6800
7800
8700
9300
10000
11600
2800
3200
3400
3600
3900
4300
4700
3000
3900
4400
5000
5300
5700
6200
6700
7000
3300
4200
4800
5200
5800
6600
7500
8400
9000
9800
11400
Minimum bearing lengths at support
2500
3100
3400
3500
3800
4100
4500
2700
3500
4000
4500
5100
5500
6000
6400
6700
3000
3800
4300
4900
5500
6200
7100
8000
8600
9400
11000
Continuous Span
2300
3000
3300
3500
3700
4000
4400
2500
3200
3700
4100
4800
5300
5800
6200
6500
2700
3500
4000
4500
5200
5900
6800
7700
8300
9000
10700
3200
3700
4000
4200
4500
4900
5400
4400
5100
5400
5700
6200
6600
7300
7800
8200
4800
5700
6300
6800
7600
8500
9700
10800
11500
12500
13700
3200
3700
3900
4100
4500
4800
5300
4100
5000
5400
5700
6100
6500
7200
7700
8000
4400
5500
6000
6500
7300
8200
9400
10500
11200
12200
13500
3100
3600
3800
4000
4300
4700
5200
3600
4700
5200
5500
5900
6300
6900
7500
7800
4000
5100
5600
6100
6800
7700
8900
10000
10700
11700
13000
3100
3500
3700
4000
4300
4600
5100
3300
4300
4900
5400
5700
6200
6800
7300
7600
3700
4700
5300
5800
6500
7300
8500
9600
10300
11300
12700
36mm
63
Verandah
Beams-
L &M
Load Bearing Wall
WIND ZONES
Verandah Beam
light and heavy roofsingle and continuous span-
Rafter
Rafter
Spacing
Rafter Span (RS)
Overhang (OH)
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/250 or 12.5mm max
Verandah Beam
Span
RS
RLW = 2 + OH
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in
accordance with the description given on page 7.
For calculation example refer page 11
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2200
2800
3200
3700
3900
4100
4500
2300
3000
3500
3900
4500
5200
5600
6000
6300
2600
3300
3800
4300
4900
5600
6500
7400
7900
8700
10500
1900
2500
2800
3200
3400
3600
3900
2000
2600
3100
3500
4100
4500
4900
5200
5400
2300
2900
3400
3800
4500
5100
6000
6800
7300
8100
9000
Minimum bearing lengths at end/central support
64
Continuous Span
1700
2200
2600
2900
3100
3300
3500
1900
2400
2800
3200
3700
4100
4400
4700
4900
2100
2700
3100
3500
4100
4800
5600
6400
6900
7300
8100
36mm
1600
2100
2500
2700
2900
3100
3300
1800
2300
2600
3000
3500
3900
4200
4500
4600
2000
2600
3000
3300
3900
4600
5500
6200
6500
6900
7600
45mm
2900
3800
4300
4500
4700
5000
5500
3100
4000
4600
5000
5700
6300
6900
7300
7600
3500
4500
5000
5400
6100
6900
8100
9200
9900
10900
12800
60mm
2500
3200
3600
3900
4100
4400
4700
2700
3600
4100
4600
5200
5500
5900
6300
6600
3100
4000
4500
5000
5600
6400
7500
8500
9200
9800
10900
100mm
2100
2800
3200
3500
3700
4000
4300
2400
3100
3600
4000
4600
5000
5400
5700
6000
2800
3600
4200
4700
5200
6000
7000
8000
8400
8800
9800
2000
2600
2900
3300
3500
3800
4100
2200
2900
3300
3800
4300
4700
5100
5400
5600
2600
3400
3900
4500
5100
5800
6800
7600
7900
8300
9300
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1700
2200
2600
2900
3500
4100
5000
1900
2400
2800
3200
3700
4400
5200
6000
6500
2100
2700
3100
3500
4100
4800
5600
6400
6900
7700
9300
1500
2000
2300
2600
3000
3600
4300
1600
2100
2400
2800
3300
3900
4800
5500
5900
1800
2400
2700
3100
3600
4300
5200
5900
6400
7000
8600
Continuous Span
1400
1800
2100
2300
2800
3300
3900
1500
1900
2200
2500
3000
3600
4500
5100
5400
1600
2100
2500
2800
3300
4000
4800
5500
6000
6600
8100
Minimum bearing lengths at end/central support
36mm
1300
1700
2000
2200
2600
3200
3700
1400
1800
2100
2400
2800
3400
4200
4900
5100
1600
2000
2400
2700
3100
3800
4600
5300
5700
6400
7800
45mm
2300
3000
3500
4000
4600
5100
5600
2500
3300
3800
4200
4800
5500
6500
7300
7600
2800
3600
4200
4700
5200
6000
7000
8000
8600
9500
11600
60mm
2000
2600
3100
3500
4000
4400
4800
2200
2800
3300
3700
4400
5000
5900
6400
6700
2400
3200
3700
4200
4800
5500
6400
7300
7900
8800
10700
1800
2400
2800
3100
3500
3900
4400
2000
2600
3000
3400
4000
4700
5400
5800
6100
2200
2900
3300
3800
4500
5100
6000
6900
7400
8200
9800
1700
2300
2600
2900
3300
3700
4100
1900
2500
2800
3200
3800
4400
5100
5500
5800
2100
2800
3200
3600
4200
4900
5800
6600
7200
7900
9300
100mm
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1500
2000
2300
2600
3000
3600
4500
1600
2100
2400
2800
3300
3900
4800
5500
5900
1800
2400
2700
3100
3600
4300
5200
5900
6400
7000
8600
1300
1700
2000
2300
2700
3200
4000
1400
1800
2100
2400
2900
3400
4300
5000
5400
1600
2100
2400
2700
3200
3800
4700
5400
5800
6400
7900
Continuous Span
1200
1600
1800
2000
2400
2900
3600
1300
1700
1900
2200
2600
3100
3900
4600
5000
1400
1900
2200
2500
2900
3500
4400
5000
5400
6000
7400
Minimum bearing lengths at end/central support
36mm
1100
1500
1700
1900
2300
2800
3500
1200
1600
1800
2100
2500
3000
3700
4500
4800
1400
1800
2100
2300
2800
3300
4100
4800
5200
5800
7100
45mm
2000
2600
3100
3500
4100
4700
5200
2200
2800
3300
3700
4400
5000
5900
6800
7200
2400
3200
3700
4200
4800
5500
6400
7300
7900
8800
10700
60mm
1800
2300
2700
3000
3600
4100
4500
1900
2500
2900
3300
3800
4600
5400
6000
6200
2100
2800
3200
3600
4300
5000
5900
6700
7200
8000
9800
1600
2100
2400
2800
3200
3700
4100
1700
2300
2600
3000
3500
4200
5000
5400
5700
1900
2500
2900
3300
3900
4600
5500
6300
6800
7500
9200
1500
2000
2300
2600
3000
3400
3900
1600
2100
2500
2800
3300
4000
4700
5100
5400
1800
2400
2800
3200
3700
4500
5300
6000
6500
7200
8700
100mm
65
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1300
1700
2000
2300
2700
3200
4000
1400
1800
2100
2400
2900
3400
4300
5000
5400
1600
2100
2400
2700
3200
3800
4700
5400
5800
6400
7900
1100
1500
1700
2000
2300
2800
3500
1200
1600
1900
2100
2500
3000
3800
4500
4900
1400
1800
2100
2400
2800
3400
4200
4900
5300
5800
7200
Minimum bearing lengths at end/central support
66
Continuous Span
1000
1400
1600
1800
2100
2500
3200
1100
1500
1700
1900
2300
2700
3400
4100
4500
1200
1600
1900
2200
2500
3100
3800
4500
4900
5500
6700
36mm
1000
1300
1500
1700
2000
2400
3000
1100
1400
1600
1800
2200
2600
3200
3900
4300
1200
1600
1800
2000
2400
2900
3600
4400
4700
5300
6500
45mm
1800
2300
2700
3000
3600
4300
4800
1900
2500
2900
3300
3800
4600
5400
6200
6500
2100
2800
3200
3600
4300
5000
5900
6700
7200
8000
9800
60mm
1500
2000
2300
2700
3100
3700
4100
1700
2200
2500
2900
3400
4000
4900
5500
5700
1900
2400
2800
3200
3800
4500
5300
6100
6600
7300
9000
100mm
1400
1800
2100
2400
2800
3300
3700
1500
2000
2300
2600
3100
3700
4500
5000
5200
1700
2200
2600
2900
3400
4100
5000
5700
6100
6800
8400
120mm
1300
1700
2000
2300
2700
3100
3500
1400
1900
2200
2500
2900
3500
4300
4700
4900
1600
2100
2400
2800
3300
3900
4800
5500
5900
6600
8000
Verandah
Beams-
H &VH
Load Bearing Wall
WIND ZONES
Verandah Beam
light and heavy roofsingle and continuous span-
Rafter
Rafter
Spacing
Rafter Span (RS)
Overhang (OH)
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/250 or 12.5mm max
Continuous Spans - For spans which are continuous over two unequal spans, the
member is to be sized in accordance with the description given on page 5.
Verandah Beam
Span
RS
RLW = 2 + OH
Minimum Bearing Lengths - Minimum bearing lengths should be provided in
accordance with the description given on page 7.
For calculation example refer page 11
Light sheet roof - without ceiling - 20kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2200
2600
2700
2900
3000
3200
3500
2300
3000
3400
3600
3800
4100
4400
4700
4900
2600
3300
3800
4300
4900
5600
6200
6600
6900
7200
8000
1900
2200
2400
2500
2600
2800
3000
2000
2600
2900
3100
3300
3500
3800
4100
4200
2300
2900
3400
3800
4500
4900
5400
5700
5900
6200
6900
Continuous Span
1700
2000
2100
2200
2400
2500
2700
1900
2400
2600
2800
3000
3200
3400
3700
3800
2100
2700
3100
3500
4100
4500
4900
5200
5400
5600
6200
Minimum bearing lengths at end/central support
36mm
1600
1900
2000
2100
2300
2400
2600
1800
2300
2500
2600
2800
3000
3300
3500
3600
2000
2600
3000
3300
3900
4200
4600
4900
5100
5300
5900
45mm
2600
3200
3300
3500
3700
3900
4300
2900
3800
4200
4400
4600
4900
5300
5700
5900
3400
4500
5000
5400
6100
6900
7500
8000
8300
8800
9700
60mm
2100
2700
2900
3000
3200
3400
3700
2300
3100
3600
3800
4000
4300
4600
4900
5100
2800
3600
4200
4800
5600
6100
6500
7000
7200
7600
8400
1800
2400
2600
2700
2900
3100
3300
2000
2600
3100
3400
3600
3900
4200
4500
4600
2400
3100
3600
4100
4900
5500
5900
6300
6500
6900
7600
1700
2200
2500
2600
2800
2900
3200
1900
2400
2800
3200
3500
3700
4000
4200
4400
2200
2900
3400
3800
4500
5200
5600
6000
6200
6500
7200
100mm
67
Light sheet roof - with ceiling - 40kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1700
2200
2600
2900
3200
3400
3700
1900
2400
2800
3200
3700
4200
4600
4900
5100
2100
2700
3100
3500
4100
4800
5600
6400
6900
7600
8400
1500
2000
2300
2600
2800
2900
3200
1600
2100
2400
2800
3300
3700
4000
4300
4400
1800
2400
2700
3100
3600
4300
5200
5900
6200
6500
7200
Continuous Span
1400
1800
2100
2300
2500
2700
2900
1500
1900
2200
2500
3000
3300
3600
3800
4000
1600
2100
2500
2800
3300
4000
4800
5400
5600
5900
6500
Minimum bearing lengths at end/central support
36mm
1300
1700
2000
2200
2400
2500
2700
1400
1800
2100
2400
2800
3200
3400
3600
3800
1600
2000
2400
2700
3100
3800
4600
5100
5300
5600
6200
45mm
2300
3000
3500
3700
3900
4100
4500
2500
3300
3800
4200
4800
5200
5600
6000
6200
2800
3600
4200
4700
5200
6000
7000
8000
8600
9200
10200
60mm
2000
2600
3000
3200
3400
3600
3900
2200
2800
3300
3700
4200
4500
4900
5200
5400
2400
3200
3700
4200
4800
5500
6400
7300
7600
7900
8800
1800
2300
2600
2900
3000
3200
3500
2000
2600
3000
3400
3800
4100
4400
4700
4900
2200
2900
3300
3800
4500
5100
6000
6600
6800
7200
7900
1600
2100
2500
2700
2900
3100
3300
1800
2400
2800
3100
3600
3900
4200
4400
4600
2100
2800
3200
3600
4200
4900
5800
6200
6500
6800
7500
100mm
Heavy tile roof - without ceiling - 60kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1500
2000
2300
2600
3000
3600
3900
1600
2100
2400
2800
3300
3900
4800
5200
5400
1800
2400
2700
3100
3600
4300
5200
5900
6400
7000
8600
1300
1700
2000
2300
2700
3100
3300
1400
1800
2100
2400
2900
3400
4200
4500
4700
1600
2100
2400
2700
3200
3800
4700
5400
5800
6400
7600
1200
1600
1800
2000
2400
2800
3000
1300
1700
1900
2200
2600
3100
3800
4100
4200
1400
1900
2200
2500
2900
3500
4400
5000
5400
6000
6900
Minimum bearing lengths at end/central support
68
Continuous Span
36mm
1100
1500
1700
1900
2300
2700
2900
1200
1600
1800
2100
2500
3000
3600
3800
4000
1400
1800
2100
2300
2800
3300
4100
4800
5200
5800
6500
45mm
2000
2600
3100
3500
4100
4300
4700
2200
2800
3300
3700
4400
5000
5900
6300
6500
2400
3200
3700
4200
4800
5500
6400
7300
7900
8800
10700
60mm
1800
2300
2700
3000
3500
3800
4100
1900
2500
2900
3300
3800
4600
5100
5500
5700
2100
2800
3200
3600
4300
5000
5900
6700
7200
8000
9300
100mm
1600
2100
2400
2800
3100
3400
3700
1700
2300
2600
3000
3500
4200
4600
4900
5100
1900
2500
2900
3300
3900
4600
5500
6300
6800
7500
8400
1500
2000
2300
2600
2900
3200
3500
1600
2100
2500
2800
3300
3900
4400
4700
4900
1800
2400
2800
3200
3700
4500
5300
6000
6500
7200
7900
Heavy tile roof - with ceiling - 90kg/m2
RLW (mm)
1800
2700
3600
4200
1800
2700
3600
4200
Maximum Verandah Beam Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1300
1700
2000
2300
2700
3200
4000
1400
1800
2100
2400
2900
3400
4300
5000
5400
1600
2100
2400
2700
3200
3800
4700
5400
5800
6400
7900
1100
1500
1700
2000
2300
2800
3500
1200
1600
1900
2100
2500
3000
3800
4500
4900
1400
1800
2100
2400
2800
3400
4200
4900
5300
5800
7200
Continuous Span
1000
1400
1600
1800
2100
2500
3200
1100
1500
1700
1900
2300
2700
3400
4100
4500
1200
1600
1900
2200
2500
3100
3800
4500
4900
5500
6700
Minimum bearing lengths at end/central support
36mm
1000
1300
1500
1700
2000
2400
3000
1100
1400
1600
1800
2200
2600
3200
3900
4300
1200
1600
1800
2000
2400
2900
3600
4400
4700
5300
6500
45mm
1800
2300
2700
3000
3600
4300
4800
1900
2500
2900
3300
3800
4600
5400
6200
6500
2100
2800
3200
3600
4300
5000
5900
6700
7200
8000
9800
60mm
1500
2000
2300
2700
3100
3700
4100
1700
2200
2500
2900
3400
4000
4900
5500
5700
1900
2400
2800
3200
3800
4500
5300
6100
6600
7300
9000
100mm
1400
1800
2100
2400
2800
3300
3700
1500
2000
2300
2600
3100
3700
4500
5000
5200
1700
2200
2600
2900
3400
4100
5000
5700
6100
6800
8400
1300
1700
2000
2300
2700
3100
3500
1400
1900
2200
2500
2900
3500
4300
4700
4900
1600
2100
2400
2800
3300
3900
4800
5500
5900
6600
8000
120mm
69
Roof or
Truss
Spacing
ALL
Lintelssingle or upper storeyWIND ZONES
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/250 or 12.5mm max
RLW - refer page 5
Overhang (OH)
Stud
Wall Cladding - No allowance has been made in the tables for the lintels to support a heavy
veneer cladding.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with
the description given on page 7.
For calculation example refer page 11
Light sheet roof - 40kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Lintel Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
1800
2400
2700
3100
3500
4000
4700
2300
3000
3300
3600
4100
4600
5400
2000
2600
3000
3200
3700
4200
4900
5600
6100
2500
3100
3500
3800
4300
4900
5700
6500
7000
2200
2800
3200
3500
3900
4500
5300
6000
6500
7200
8700
1400
1900
2200
2500
2900
3400
4000
1800
2400
2700
3100
3500
4000
4700
1600
2000
2400
2700
3100
3600
4200
4800
5200
2000
2600
3000
3200
3700
4200
4900
5600
6100
1700
2300
2600
3000
3400
3800
4500
5200
5600
6200
7600
Minimum bearing lengths at supports
70
36mm
1300
1700
1900
2200
2600
3000
3600
1600
2100
2400
2700
3100
3600
4300
1400
1800
2100
2300
2800
3200
3800
4400
4700
1700
2200
2600
2900
3300
3800
4500
5100
5500
1500
2000
2300
2600
3000
3500
4100
4700
5100
5700
7000
45mm
1100
1500
1700
2000
2300
2800
3400
1400
1900
2200
2500
2900
3400
4000
1200
1600
1900
2100
2500
3000
3500
4100
4400
1600
2000
2400
2700
3100
3600
4200
4800
5200
1400
1800
2100
2400
2800
3300
3900
4400
4800
5300
6500
1100
1400
1600
1800
2200
2600
3200
1300
1800
2000
2300
2700
3200
3800
1100
1500
1700
2000
2300
2800
3400
3900
4200
1400
1900
2200
2500
2900
3400
4000
4600
4900
1300
1700
1900
2200
2600
3100
3600
4200
4500
5000
6200
Lintel (single or
upper storey)
Jamb Stud
Lintel
Span
Roof or
Truss
Spacing
ALL
Lintelssingle or upper storeyWIND ZONES
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/250 or 12.5mm max
RLW - refer page 5
Overhang (OH)
Stud
Lintel (single or
upper storey)
Jamb Stud
Lintel
Span
Wall Cladding - No allowance has been made in the tables for the lintels to support a heavy
veneer cladding.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with
the description given on page 7.
Heavy tile roof - 90kg/m2
RLW (mm)
1500
3000
4500
6000
7500
Maximum Lintel Span (mm)
DxB (mm)
100x36
130x3
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
1400
1800
2100
2400
2800
3300
3900
1800
2300
2600
3000
3400
3900
4600
1500
2000
2300
2600
3000
3500
4100
4700
5000
1900
2500
2800
3200
3600
4100
4800
5500
5900
1700
2200
2500
2900
3300
3700
4400
5100
5500
6000
7400
1100
1400
1700
1900
2200
2700
3300
1400
1800
2100
2400
2800
3300
3900
1200
1600
1800
2000
2400
2900
3400
4000
4300
1500
2000
2300
2600
3000
3500
4100
4700
5000
1300
1700
2000
2300
2700
3200
3700
4300
4600
5100
6300
Minimum bearing lengths at supports
36mm
1000
1300
1500
1700
2000
2400
2900
1200
1600
1800
2100
2500
3000
3500
1000
1400
1600
1800
2100
2500
3100
3600
3900
1300
1700
2000
2300
2700
3100
3700
4200
4600
1200
1500
1800
2000
2400
2800
3400
3900
4200
4700
5800
45mm
900
1100
1300
1500
1800
2100
2700
1100
1400
1700
1900
2200
2700
3300
900
1200
1400
1600
1900
2300
2900
3300
3600
1200
1600
1800
2000
2400
2900
3400
4000
4300
1000
1400
1600
1800
2100
2600
3200
3600
3900
4400
5400
800
1100
1200
1400
1600
2000
2500
1000
1300
1500
1800
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3200
3400
1100
1400
1700
1900
2200
2700
3300
3700
4100
1000
1300
1500
1700
2000
2400
3000
3400
3700
4100
5100
60mm
71
Roof or
Truss
Spacing
ALL
Lintelslower of two storeys-
WIND ZONES
RLW - refer page 5
Design Deflection Limits
Dead Load - Span/300 or 10mm max
Live Load - Span/250 or 10mm max
Overhang (OH)
Upper Floor
Lintel (lower
of two storeys)
Floor Span (FS)
FS
FLW = 2
For calculation example refer page 12
Jamb Stud
Stud
Lintel
Span
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - with ceiling - 40kg/m2
FLW (mm)
RLW (mm)
2400
1500
3000
4500
3600
6000
7500
1500
3000
4500
6000
7500
800
1000
1200
1400
1600
2000
2500
1000
1300
1500
1700
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3100
3400
1100
1400
1700
1900
2200
2700
3200
3700
4000
1000
1300
1500
1700
2000
2400
3000
3400
3700
4100
5100
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2100
2600
3100
3300
1100
1400
1600
1800
2200
2600
3200
3600
3900
900
1200
1400
1600
1900
2300
2900
3300
3600
4000
5000
700
1000
1100
1300
1500
1900
2300
1000
1300
1500
1700
1900
2300
2900
800
1100
1200
1400
1700
2000
2500
3000
3300
1000
1400
1600
1800
2100
2500
3100
3600
3900
900
1200
1400
1600
1900
2200
2800
3300
3500
3900
4900
Maximum Lintel Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
900
1200
1400
1600
1900
2300
2800
1200
1500
1800
2000
2400
2900
3400
1000
1300
1500
1700
2000
2400
3000
3500
3800
1300
1600
1900
2200
2600
3000
3600
4100
4500
1100
1500
1700
1900
2300
2700
3300
3800
4100
4500
5600
900
1200
1300
1500
1800
2200
2700
1100
1500
1700
1900
2300
2700
3300
900
1200
1400
1600
1900
2300
2900
3400
3700
1200
1600
1800
2100
2500
2900
3500
4000
4300
1100
1400
1600
1800
2200
2600
3200
3700
4000
4400
5400
Minimum bearing lengths at supports
72
800
1100
1300
1500
1700
2100
2600
1100
1400
1600
1900
2200
2600
3200
900
1200
1400
1600
1900
2300
2800
3300
3600
1200
1500
1800
2000
2400
2800
3400
3900
4200
1000
1300
1600
1800
2100
2500
3100
3600
3900
4300
5300
36mm
800
1100
1200
1400
1700
2000
2500
1000
1400
1600
1800
2100
2600
3100
900
1200
1300
1500
1800
2200
2700
3200
3500
1100
1500
1700
1900
2300
2800
3300
3800
4100
1000
1300
1500
1700
2000
2400
3000
3500
3800
4200
5200
45mm
800
1000
1200
1400
1600
2000
2500
1000
1300
1500
1700
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3100
3400
1100
1400
1700
1900
2200
2700
3200
3700
4000
1000
1300
1500
1700
2000
2400
3000
3400
3700
4100
5100
60mm
800
1100
1300
1500
1700
2100
2600
1100
1400
1600
1900
2200
2600
3200
900
1200
1400
1600
1900
2300
2800
3300
3600
1200
1500
1800
2000
2400
2800
3400
3900
4200
1000
1300
1600
1800
2100
2500
3100
3600
3900
4300
5300
100mm
800
1100
1200
1400
1700
2000
2500
1000
1400
1600
1800
2100
2600
3100
900
1200
1300
1500
1800
2200
2700
3200
3500
1100
1500
1700
1900
2300
2800
3300
3800
4100
1000
1300
1500
1700
2000
2400
3000
3500
3800
4200
5200
ALL
Lintelslower of two storeys-
WIND ZONES
Wall Cladding - No allowance has been made in the tables for the lintels
to support a heavy veneer cladding.
Minimum Bearing Lengths - Minimum bearing lengths should be
provided in accordance with the description given on page 7.
Light sheet roof - 40kg/m2
Floor dead load - 40kg/m2
FLW (mm)
RLW (mm)
4800
1500
3000
4500
6000
7500
Maximum Lintel Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
800
1000
1200
1400
1600
1900
2300
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1500
1700
2100
2600
3100
3400
1100
1400
1600
1900
2200
2600
3200
3700
4000
900
1200
1400
1600
1900
2300
2900
3400
3600
4100
5000
800
1000
1200
1300
1600
1900
2300
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2000
2500
3000
3300
1000
1400
1600
1800
2100
2600
3100
3600
3900
900
1200
1400
1600
1900
2300
2900
3300
3600
4000
4900
700
1000
1100
1300
1500
1800
2200
900
1200
1400
1600
1900
2300
2900
800
1100
1200
1400
1600
2000
2500
3000
3200
1000
1300
1500
1800
2100
2500
3100
3500
3800
900
1200
1400
1600
1800
2200
2800
3200
3500
3900
4800
700
900
1100
1300
1500
1800
2200
900
1200
1400
1600
1900
2300
2800
800
1000
1200
1400
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3500
3800
900
1200
1300
1500
1800
2200
2700
3200
3500
3800
4700
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3100
1000
1300
1500
1700
2000
2400
3000
3400
3700
900
1100
1300
1500
1800
2100
2700
3100
3400
3800
4700
73
Roof or
Truss
Spacing
ALL
Lintelslower of two storeys-
WIND ZONES
RLW - refer page 5
Design Deflection Limits
Dead Load - Span/300 or 10mm max
Live Load - Span/250 or 10mm max
Overhang (OH)
Upper Floor
Lintel (lower
of two storeys)
Floor Span (FS)
FS
FLW = 2
For calculation example refer page 12
Jamb Stud
Stud
Lintel
Span
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - with ceiling - 40kg/m2
FLW (mm)
RLW (mm)
2400
1500
3000
4500
3600
6000
7500
1500
3000
4500
6000
7500
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1900
2300
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3500
3800
900
1100
1300
1500
1800
2200
2700
3200
3400
3800
4700
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3400
3600
800
1100
1300
1400
1700
2100
2600
3100
3300
3700
4600
700
900
1000
1100
1400
1600
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1800
2200
2800
3300
3500
800
1000
1200
1400
1600
2000
2500
3000
3200
3600
4400
Maximum Lintel Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
900
1100
1300
1500
1800
2100
2700
1100
1500
1700
1900
2300
2700
3300
900
1200
1400
1600
1900
2300
2900
3300
3600
1200
1600
1800
2100
2400
2900
3500
4000
4300
1100
1400
1600
1800
2200
2600
3200
3600
3900
4400
5400
800
1100
1200
1400
1700
2000
2500
1000
1300
1600
1800
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3200
3400
1100
1400
1700
1900
2300
2700
3300
3800
4100
1000
1300
1500
1700
2000
2400
3000
3400
3700
4100
5100
Minimum bearing lengths at supports
74
800
1000
1200
1300
1500
1900
2300
1000
1300
1500
1700
2000
2400
3000
800
1100
1200
1400
1700
2000
2500
3000
3300
1000
1400
1600
1800
2100
2500
3100
3600
3900
900
1200
1400
1600
1900
2300
2800
3300
3600
4000
4900
36mm
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1900
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3100
1000
1300
1500
1700
2000
2400
3000
3500
3700
900
1100
1300
1500
1800
2100
2700
3200
3400
3800
4700
45mm
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2700
700
1000
1100
1300
1500
1800
2300
2800
3000
900
1200
1400
1600
1900
2300
2900
3300
3600
800
1100
1300
1400
1700
2000
2600
3100
3300
3700
4600
60mm
800
1100
1200
1400
1700
2000
2500
1000
1400
1600
1800
2100
2500
3100
900
1200
1300
1500
1800
2200
2700
3200
3400
1100
1500
1700
1900
2300
2700
3300
3800
4100
1000
1300
1500
1700
2000
2400
3000
3500
3700
4200
5100
100mm
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2000
2500
3000
3300
1000
1400
1600
1800
2100
2600
3100
3600
3900
900
1200
1400
1600
1900
2300
2900
3300
3600
4000
4900
ALL
Lintelslower of two storeys-
WIND ZONES
Wall Cladding - No allowance has been made in the tables for the lintels
to support a heavy veneer cladding.
Minimum Bearing Lengths - Minimum bearing lengths should be
provided in accordance with the description given on page 7.
Heavy tile roof - 90kg/m2
Floor dead load - 40kg/m2
FLW (mm)
RLW (mm)
4800
1500
3000
4500
6000
7500
Maximum Lintel Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
800
1000
1200
1300
1600
1900
2300
1000
1300
1500
1700
2000
2400
3000
800
1100
1200
1400
1700
2000
2500
3000
3300
1000
1400
1600
1800
2100
2500
3100
3600
3900
900
1200
1400
1600
1900
2300
2800
3300
3600
4000
4900
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1900
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3100
1000
1300
1500
1700
2000
2400
3000
3500
3700
900
1100
1300
1500
1800
2100
2700
3200
3400
3800
4700
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2700
700
1000
1100
1300
1500
1800
2300
2800
3000
900
1200
1400
1600
1900
2300
2900
3300
3600
800
1100
1300
1400
1700
2000
2600
3100
3300
3700
4600
600
900
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1800
2200
2800
3200
3500
800
1000
1200
1400
1600
2000
2500
3000
3200
3600
4400
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2800
900
1100
1300
1500
1800
2100
2700
3200
3400
800
1000
1200
1300
1600
1900
2400
2900
3100
3500
4300
75
Floor Joist
Blocking
Floor Joists-
Bearer
Overhang
without ceilingsingle spanEnd
Trimmer
Joist
Span
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/360 or 9mm max
Dynamic Criteria - 1kN Point Load 2mm max
Joist Spacing
Design Deflection Limits - Overhang
Dead Load - Overhang/180 or 6mm max
Live Load - Overhang/180 4.5mm max
For calculation example refer page 12
Floor dead load - without ceiling - 30kg/m2
Floor Live Load = 1.5kPa
Spacing (mm)
300
400
450
600
Floor Live Load = 2.0kPa
300
400
450
600
Floor Live Load = 3.0kPa
300
400
1900
2500
2900
3300
3700
4200
5000
2100
2700
3100
3500
3900
4500
5300
6100
6600
2300
3000
3400
3800
4300
4900
5800
6600
7200
8000
9900
1700
2300
2600
3000
3400
3900
4700
1900
2500
2800
3200
3600
4200
4900
5700
6200
2100
2700
3200
3500
4000
4500
5400
6200
6700
7400
9200
450
600
Maximum Floor Joist Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2000
3000
3500
3900
4400
5100
6000
2200
3300
3700
4100
4700
5400
6300
7300
7900
2600
3600
4100
4500
5100
5800
6900
7800
8300
9100
11000
1700
2300
2700
3200
3900
4700
5600
1900
2500
3000
3500
4300
5000
5900
6800
7300
2100
2900
3400
4000
4700
5400
6400
7400
7900
8700
10500
Single Span
1600
2200
2600
3000
3600
4500
5400
1800
2400
2800
3300
4000
4800
5700
6600
7100
2000
2700
3200
3700
4500
5300
6200
7100
7700
8500
10300
Minimum bearing lengths at supports
1600
2100
2500
2900
3400
4200
5000
1700
2300
2700
3100
3700
4500
5300
6100
6600
1900
2600
3100
3500
4200
4900
5800
6600
7200
8000
9800
2000
2900
3300
3600
4100
4700
5600
2200
3100
3500
3800
4300
5000
5900
6800
7300
2600
3400
3800
4200
4700
5400
6400
7400
8000
8800
10600
1700
2300
2700
3200
3800
4400
5200
1900
2500
3000
3500
4000
4600
5500
6300
6800
2100
2900
3400
3900
4400
5000
6000
6800
7400
8200
10200
1600
2200
2600
3000
3600
4200
5000
1800
2400
2800
3300
3900
4500
5300
6100
6600
2000
2700
3200
3700
4300
4900
5800
6600
7200
8000
9900
Single Span
1600
2100
2500
2900
3400
3900
4700
1700
2300
2700
3100
3600
4200
4900
5700
6200
1900
2600
3100
3500
4000
4500
5400
6200
6700
7400
9200
1600
2200
2500
2900
3300
3800
4500
1800
2400
2700
3100
3500
4100
4800
5500
6000
2000
2600
3100
3400
3800
4400
5200
6000
6500
7200
8900
1500
2000
2300
2600
3100
3600
4200
1600
2100
2500
2800
3300
3800
4500
5100
5600
1800
2400
2800
3100
3600
4100
4900
5600
6000
6700
8300
36mm
Flooring Material - The above tables allow for a timber flooring material only. Where a heavier overlay material, such as a mortar bed with a tiled
or slate floor is to be applied, the dead load will increase. The 40kg/m2 table can be used for dead loads up to 70kg/m2 by adopting the maximum
spans for 600 and 450mm spacings, but installing the joists at spacings of 450 and 300mm respectively.
Overhanging Joists - For overhanging joists, continuous blocking at the cantilever end of the joists is required. The overhang distances given in
the table are to be treated as maximums, with the limitation that no overhang is to be greater than one half of the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for concentrated loads from load bearing walls above.
External Use - Where overhanging joists are to be used in an external application such as a balcony, the members must be fully protected from
the weather, or treated to an H3 level.
Floor Stiffness - The overall stiffness of the floor system can be improved by more effectively fixing the floor material directly to the joists, in
addition to nails or screws.
76
Floor Joistswithout ceilingsingle span-
Floor dead load
without ceiling
30kg/m2
For all Live Loads
Spacing (mm)
300
400
450
600
Maximum Overhang (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Overhang
1000
1400
1500
1700
1900
2200
2600
1100
1500
1600
1800
2000
2400
2800
3200
3400
1300
1600
1800
2000
2200
2500
3000
3400
3600
4000
4800
850
1150
1350
1600
1800
2100
2400
950
1250
1500
1700
1900
2200
2600
3000
3200
1050
1450
1700
1800
2100
2400
2800
3200
3400
3800
4600
800
1100
1300
1500
1700
2000
2400
900
1200
1400
1600
1800
2100
2500
2900
3100
1000
1350
1600
1800
2000
2300
2700
3100
3300
3700
4500
800
1050
1250
1400
1600
1900
2200
850
1150
1350
1500
1700
2000
2300
2700
2900
950
1300
1500
1600
1900
2100
2500
2900
3200
3500
4300
77
Floor Joist
Blocking
Floor Joists-
Bearer
Overhang
with ceilingsingle spanEnd
Trimmer
Joist
Span
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/360 or 9mm max
Dynamic Criteria - 1kN Point Load 2mm max
Joist Spacing
Design Deflection Limits - Overhang
Dead Load - Overhang/180 or 6mm max
Live Load - Overhang/180 4.5mm max
For calculation example refer page 12
Floor dead load - with ceiling - 40kg/m2
Floor Live Load = 1.5kPa
Spacing (mm)
300
400
450
600
Floor Live Load = 2.0kPa
300
400
450
600
Floor Live Load = 3.0kPa
300
400
1900
2500
2900
3300
3700
4200
5000
2100
2700
3100
3500
3900
4500
5300
6100
6600
2300
3000
3400
3800
4300
4900
5800
6600
7200
8000
9900
1700
2300
2600
3000
3400
3900
4700
1900
2500
2800
3200
3600
4200
4900
5700
6200
2100
2700
3200
3500
4000
4500
5400
6200
6700
7400
9200
450
600
Maximum Floor Joist Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
2000
3000
3400
3900
4400
5100
6000
2200
3200
3700
4100
4700
5400
6300
7200
7700
2600
3500
4000
4500
5100
5800
6700
7600
8200
9000
10800
1700
2300
2700
3200
3900
4700
5600
1900
2500
3000
3500
4300
5000
5900
6800
7300
2100
2900
3400
4000
4700
5400
6400
7200
7800
8600
10300
Single Span
1600
2200
2600
3000
3600
4500
5400
1800
2400
2800
3300
4000
4800
5700
6600
7100
2000
2700
3200
3700
4500
5300
6200
7100
7600
8400
10100
Minimum bearing lengths at supports
1600
2100
2500
2900
3400
4200
5000
1700
2300
2700
3100
3700
4500
5300
6100
6600
1900
2600
3100
3500
4200
4900
5800
6600
7200
7900
9600
2000
2800
3200
3600
4100
4700
5600
2200
3000
3500
3800
4300
5000
5900
6800
7300
2600
3300
3800
4200
4700
5400
6400
7400
7900
8700
10500
1700
2300
2700
3200
3800
4400
5200
1900
2500
3000
3500
4000
4600
5500
6300
6800
2100
2900
3400
3900
4400
5000
6000
6800
7400
8200
10000
1600
2200
2600
3000
3600
4200
5000
1800
2400
2800
3300
3900
4500
5300
6100
6600
2000
2700
3200
3700
4300
4900
5800
6600
7200
8000
9800
Single Span
1600
2100
2500
2900
3400
3900
4700
1700
2300
2700
3100
3600
4200
4900
5700
6200
1900
2600
3100
3500
4000
4500
5400
6200
6700
7400
9200
1600
2200
2500
2900
3300
3800
4500
1800
2400
2700
3100
3500
4100
4800
5500
6000
2000
2600
3100
3400
3800
4400
5200
6000
6500
7200
8900
1500
2000
2300
2600
3100
3600
4200
1600
2100
2500
2800
3300
3800
4500
5100
5600
1800
2400
2800
3100
3600
4100
4900
5600
6000
6700
8300
36mm
Flooring Material - The above tables allow for a timber flooring material only. Where a heavier overlay material, such as a mortar bed with a tiled
or slate floor is to be applied, the dead load will increase. The 40kg/m2 table can be used for dead loads up to 70kg/m2 by adopting the maximum
spans for 600 and 450mm spacings, but installing the joists at spacings of 450 and 300mm respectively.
Overhanging Joists - For overhanging joists, continuous blocking at the cantilever end of the joists is required. The overhang distances given in
the table are to be treated as maximums, with the limitation that no overhang is to be greater than one half of the adjacent back span.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for concentrated loads from load bearing walls above.
External Use - Where overhanging joists are to be used in an external application such as a balcony, the members must be fully protected from
the weather, or treated to an H3 level.
Floor Stiffness - The overall stiffness of the floor system can be improved by more effectively fixing the floor material directly to the joists, in
addition to nails or screws.
78
Floor Joistswith ceilingsingle span-
Floor dead load
with ceiling
40kg/m2
For all Live Loads
Spacing (mm)
300
400
450
600
Maximum Overhang (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Overhang
1000
1400
1500
1700
1900
2200
2600
1100
1500
1600
1800
2000
2300
2700
3100
3300
1300
1600
1800
1900
2200
2500
2900
3300
3600
3900
4700
850
1150
1350
1600
1800
2100
2400
950
1250
1500
1700
1900
2200
2600
2900
3100
1050
1450
1700
1800
2000
2300
2700
3100
3400
3700
4500
800
1100
1300
1500
1700
2000
2400
900
1200
1400
1600
1800
2100
2500
2800
3100
1000
1350
1600
1800
2000
2300
2700
3100
3300
3600
4400
800
1050
1250
1400
1600
1900
2200
850
1150
1350
1500
1700
2000
2300
2700
2900
950
1300
1500
1600
1900
2100
2500
2900
3100
3400
4200
79
Floor Joist
Floor Joists-
Bearer
Blocking
Overhang
without ceilingcontinuous span-
Joist
Span
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/360 or 9mm max
Dynamic Criteria - 1kN Point Load 2mm max
End
Trimmer
Joist
Span
Joist Spacing
Design Deflection Limits - Overhang
Dead Load - Overhang/180 or 6mm max
Live Load - Overhang/180 4.5mm max
For calculation example refer page 12
Floor dead load - without ceiling - 30kg/m2
Floor Live Load = 1.5kPa
Spacing (mm)
300
400
450
Floor Live Load = 2.0kPa
600
300
400
450
Floor Live Load = 3.0kPa
600
300
400
450
600
Maximum Floor Joist Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
2700
3600
4100
4700
5500
6300
7300
2900
3800
4400
5000
5800
6700
7900
9100
9800
3300
4300
5000
5600
6300
7300
8600
9700
10400
11400
13700
2000
2800
3400
4000
5100
5900
6700
2200
3100
3700
4500
5400
6200
7400
8400
9100
2600
3600
4400
5200
5900
6800
8000
9200
9900
10900
13100
1900
2600
3100
3600
4400
5600
6400
2100
2900
3400
4000
4900
6000
7100
8200
8800
2400
3300
3900
4600
5700
6600
7800
8900
9700
10600
12900
Continuous Span
1800
2500
2900
3400
4100
5000
5900
2000
2700
3200
3700
4400
5500
6600
7600
8000
2300
3100
3600
4200
5100
6100
7200
8300
9000
10000
12300
Minimum bearing lengths at central support
2700
3600
4100
4500
5100
5900
6800
2900
3800
4400
4800
5400
6200
7400
8400
9100
3300
4300
4700
5200
5900
6800
8000
9200
9900
11000
13300
36mm
2000 1900
2800 2600
3400 3100
4000 3600
4800 4400
5500 5300
6200 5900
2200 2100
3100 2900
3700 3400
4500 4000
5000 4900
5800 5600
6800 6600
7900 7600
8400 8100
2600 2400
3600 3300
4400 3900
4800 4600
5500 5300
6300 6100
7400 7200
8500 8300
9300 9000
10300 10000
12700 12300
45mm
60mm
Continuous Span
1800
2500
2900
3400
4100
4900
5400
2000
2700
3200
3700
4400
5200
6200
7100
7400
2300
3100
3600
4200
4900
5700
6700
7700
8400
9300
11500
2600
3300
3700
4100
4600
5300
6000
2800
3500
3900
4300
4900
5600
6600
7600
8200
3100
3800
4300
4700
5300
6100
7200
8300
9000
10000
12300
2000
2800
3400
3800
4300
4900
5400
2200
3100
3700
4000
4500
5200
6200
7100
7500
2600
3600
4000
4400
4900
5700
6700
7700
8400
9300
11500
1900
2600
3100
3600
4200
4800
5200
2100
2900
3400
3900
4400
5100
6000
6900
7200
2400
3300
3900
4200
4800
5500
6500
7500
8100
9000
11100
1800
2500
2900
3400
3900
4300
4700
2000
2700
3200
3600
4100
4700
5600
6300
6500
2300
3100
3600
3900
4500
5100
6100
7000
7500
8400
10400
75mm
Flooring Material - The above tables allow for a timber flooring material only. Where a heavier overlay material, such as a mortar bed with a tiled
or slate floor is to be applied, the dead load will increase. The 40kg/m2 table can be used for dead loads up to 70kg/m2 by adopting the maximum
spans for 600 and 450mm spacings, but installing the joists at spacings of 450 and 300mm respectively.
Overhanging Joists - For overhanging joists, continuous blocking at the cantilever end of the joists is required. The overhang distances given in
the table are to be treated as maximums, with the limitation that no overhang is to be greater than one half of the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the description given
on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for concentrated loads from load bearing walls above.
External Use - Where overhanging joists are to be used in an external application such as a balcony, the members must be fully protected from
the weather, or treated to an H3 level.
Floor Stiffness - The overall stiffness of the floor system can be improved by more effectively fixing the floor material directly to the joists, in
addition to nails or screws.
80
Floor Joistswithout ceilingcontinuous span-
Floor dead load
without ceiling
30kg/m2
For all Live Loads
Spacing (mm)
300
400
450
600
Maximum Overhang (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Overhang
950
1400
1500
1700
1900
2200
2600
1100
1500
1600
1800
2000
2400
2800
3200
3400
1300
1600
1800
2000
2200
2500
3000
3400
3600
4000
4800
850
1150
1350
1600
1800
2100
2400
950
1250
1500
1700
1900
2200
2600
3000
3200
1050
1450
1700
1800
2100
2400
2800
3200
3400
3800
4600
800
1100
1300
1500
1700
2000
2400
900
1200
1400
1600
1800
2100
2500
2900
3100
1000
1350
1600
1800
2000
2300
2700
3100
3300
3700
4500
800
1050
1250
1400
1600
1900
2200
850
1150
1350
1500
1700
2000
2300
2700
2900
950
1300
1500
1600
1900
2100
2500
2900
3200
3500
4300
81
Floor Joist
Floor Joists-
Bearer
Blocking
Overhang
with ceilingcontinuous span-
Joist
Span
Design Deflection Limits
Dead Load - Span/300 or 15mm max
Live Load - Span/360 or 9mm max
Dynamic Criteria - 1kN Point Load 2mm max
End
Trimmer
Joist
Span
Joist Spacing
Design Deflection Limits - Overhang
Dead Load - Overhang/180 or 6mm max
Live Load - Overhang/180 4.5mm max
For calculation example refer page 12
Floor dead load - with ceiling - 40kg/m2
Floor Live Load = 1.5kPa
Spacing (mm)
300
400
450
Floor Live Load = 2.0kPa
600
300
400
450
Floor Live Load = 3.0kPa
600
300
400
450
600
Maximum Floor Joist Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
2700
3600
4100
4700
5500
6300
7200
2900
3800
4400
5000
5800
6700
7900
8900
9600
3300
4300
5000
5600
6300
7200
8400
9500
10200
11200
13500
2000
2800
3400
4000
5100
5900
6600
2200
3100
3700
4500
5400
6200
7400
8400
9000
2600
3600
4400
5200
5900
6800
8000
9000
9700
10700
12900
1900
2600
3100
3600
4400
5600
6400
2100
2900
3400
4000
4900
6000
7100
8200
8700
2400
3300
3900
4600
5700
6600
7800
8800
9500
10500
12600
Continuous Span
1800
2500
2900
3400
4100
5000
5800
2000
2700
3200
3700
4400
5500
6600
7600
7900
2300
3100
3600
4200
5100
6100
7200
8300
9000
9900
12000
Minimum bearing lengths at central support
2700
3600
4100
4500
5100
5900
6700
2900
3800
4400
4800
5400
6200
7400
8400
9100
3300
4300
4700
5200
5900
6800
8000
9200
9900
10900
13100
36mm
2000 1900
2800 2600
3400 3100
4000 3600
4800 4400
5500 5300
6100 5900
2200 2100
3100 2900
3700 3400
4500 4000
5000 4900
5800 5600
6800 6600
7900 7600
8300 8000
2600 2400
3600 3300
4400 3900
4800 4600
5500 5300
6300 6100
7400 7200
8500 8300
9300 9000
10300 10000
12500 12300
45mm
60mm
Continuous Span
1800
2500
2900
3400
4100
4900
5300
2000
2700
3200
3700
4400
5200
6200
7000
7300
2300
3100
3600
4200
4900
5700
6700
7700
8400
9300
11500
2600
3300
3700
4100
4600
5300
6000
2800
3500
3900
4300
4900
5600
6600
7600
8100
3100
3800
4300
4700
5300
6100
7200
8300
9000
10000
12300
2000
2800
3400
3800
4300
4900
5400
2200
3100
3700
4000
4500
5200
6200
7100
7400
2600
3600
4000
4400
4900
5700
6700
7700
8400
9300
11500
1900
2600
3100
3600
4200
4700
5200
2100
2900
3400
3900
4400
5100
6000
6900
7200
2400
3300
3900
4200
4800
5500
6500
7500
8100
9000
11100
1800
2500
2900
3400
3800
4300
4700
2000
2700
3200
3600
4100
4700
5600
6200
6500
2300
3100
3600
3900
4500
5100
6100
7000
7500
8400
10400
75mm
Flooring Material - The above tables allow for a timber flooring material only. Where a heavier overlay material, such as a mortar bed with a tiled
or slate floor is to be applied, the dead load will increase. The 40kg/m2 table can be used for dead loads up to 70kg/m2 by adopting the maximum
spans for 600 and 450mm spacings, but installing the joists at spacings of 450 and 300mm respectively.
Overhanging Joists - For overhanging joists, continuous blocking at the cantilever end of the joists is required. The overhang distances given in
the table are to be treated as maximums, with the limitation that no overhang is to be greater than one half of the adjacent back span.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the description given
on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for concentrated loads from load bearing walls above.
External Use - Where overhanging joists are to be used in an external application such as a balcony, the members must be fully protected from
the weather, or treated to an H3 level.
Floor Stiffness - The overall stiffness of the floor system can be improved by more effectively fixing the floor material directly to the joists, in
addition to nails or screws.
82
Floor Joistswith ceilingcontinuous span-
Floor dead load
with ceiling
40kg/m2
For all Live Loads
Spacing (mm)
300
400
450
600
Maximum Overhang (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Overhang
1000
1400
1500
1700
1900
2200
2600
1100
1500
1600
1800
2000
2300
2700
3100
3300
1300
1600
1800
1900
2200
2500
2900
3300
3600
3900
4700
850
1150
1350
1600
1800
2100
2400
950
1250
1500
1700
1900
2200
2600
2900
3100
1050
1450
1700
1800
2000
2300
2700
3100
3400
3700
4500
800
1100
1300
1500
1700
2000
2400
900
1200
1400
1600
1800
2100
2500
2800
3100
1000
1350
1600
1800
2000
2300
2700
3100
3300
3600
4400
800
1050
1250
1400
1600
1900
2200
850
1150
1350
1500
1700
2000
2300
2700
2900
950
1300
1500
1600
1900
2100
2500
2900
3100
3400
4200
83
Bearer Supporting
Joist Loads only
Bearers-
Floor Joist
supporting floor joists onlywithout ceilingsingle spanFloor Span (FS)
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Bearer
Span
FS
FLW = 2 - refer page 5
For design limitations refer page 85
For calculation example refer page 12
Floor dead load - without ceiling - 30kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1400
1900
2200
2500
2900
3500
4100
1800
2400
2700
3100
3600
4100
4900
1600
2000
2300
2700
3100
3700
4400
5000
5400
2000
2500
2900
3300
3800
4400
5100
5900
6300
1700
2300
2600
3000
3500
4000
4700
5400
5800
6500
7900
1200
1600
1900
2100
2500
3000
3700
1600
2000
2300
2700
3100
3700
4400
1300
1700
2000
2300
2700
3200
3900
4500
4900
1700
2200
2500
2900
3400
3900
4600
5300
5700
1500
1900
2200
2600
3000
3600
4200
4900
5300
5800
7200
Minimum bearing lengths at supports
84
1100
1400
1700
1900
2200
2700
3400
1400
1800
2100
2400
2800
3400
4000
1200
1500
1800
2000
2400
2900
3600
4100
4500
1500
2000
2300
2600
3000
3600
4300
4900
5300
1300
1700
2000
2300
2700
3200
3900
4500
4800
5400
6600
45mm
1000
1300
1500
1700
2000
2400
3100
1300
1700
1900
2200
2600
3100
3800
1100
1400
1600
1900
2200
2600
3300
3900
4200
1400
1800
2100
2300
2800
3300
4000
4600
4900
1200
1600
1800
2100
2500
2900
3700
4200
4500
5000
6200
75mm
900
1200
1400
1600
1900
2300
2800
1200
1500
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
3100
3600
3900
1300
1600
1900
2200
2600
3100
3800
4300
4700
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5900
100mm
900
1100
1300
1500
1800
2100
2700
1100
1400
1700
1900
2200
2700
3300
900
1200
1400
1600
1900
2300
2900
3400
3800
1200
1500
1800
2000
2400
2900
3600
4100
4500
1000
1400
1600
1800
2100
2600
3200
3800
4100
4500
5600
800
1100
1200
1400
1700
2000
2500
1000
1300
1600
1800
2100
2500
3200
900
1100
1300
1500
1800
2100
2700
3200
3600
1100
1400
1700
1900
2300
2700
3400
3900
4300
1000
1300
1500
1700
2000
2400
3000
3600
3900
4300
5400
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2000
2600
3100
3400
1000
1400
1600
1800
2100
2600
3200
3800
4100
900
1200
1400
1600
1900
2300
2900
3400
3800
4200
5200
700
900
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2800
800
1000
1200
1400
1600
1900
2400
2900
3300
1000
1300
1500
1700
2000
2400
3100
3700
4000
900
1200
1300
1500
1800
2200
2700
3300
3600
4000
5000
Bearerssupporting floor joists onlywith ceilingsingle spanFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Floor dead load - with ceiling - 40kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
1400
1800
2100
2400
2800
3400
4100
1800
2300
2600
3000
3500
4000
4800
1500
2000
2300
2600
3000
3600
4300
4900
5300
1900
2500
2800
3200
3700
4300
5000
5700
6200
1700
2200
2500
2900
3400
3900
4600
5300
5700
6300
7800
1200
1600
1800
2100
2400
2900
3600
1500
2000
2300
2600
3000
3600
4300
1300
1700
2000
2200
2600
3100
3800
4400
4700
1600
2100
2500
2800
3300
3800
4500
5200
5600
1400
1900
2200
2500
2900
3500
4200
4800
5100
5700
7000
Minimum bearing lengths at supports
1100
1400
1600
1800
2200
2600
3300
1300
1800
2000
2300
2700
3300
4000
1100
1500
1700
2000
2300
2800
3500
4000
4400
1500
1900
2200
2500
2900
3500
4200
4800
5200
1300
1700
1900
2200
2600
3100
3800
4400
4700
5300
6500
45mm
1000
1300
1500
1700
2000
2400
3000
1200
1600
1900
2100
2500
3000
3700
1000
1400
1600
1800
2100
2600
3200
3800
4100
1300
1700
2000
2300
2700
3200
3900
4500
4800
1200
1500
1800
2000
2400
2900
3600
4100
4400
4900
6100
75mm
900
1200
1400
1500
1800
2200
2800
1100
1500
1700
2000
2300
2800
3500
1000
1300
1500
1700
2000
2400
3000
3600
3900
1200
1600
1900
2100
2500
3000
3700
4200
4600
1100
1400
1600
1900
2200
2700
3300
3900
4200
4700
5800
800
1100
1300
1400
1700
2100
2600
1100
1400
1600
1800
2200
2600
3300
900
1200
1400
1600
1800
2200
2800
3400
3700
1100
1500
1700
2000
2300
2800
3500
4000
4400
1000
1300
1500
1800
2100
2500
3100
3700
4000
4500
5500
800
1000
1200
1400
1600
1900
2400
1000
1300
1500
1700
2000
2500
3100
800
1100
1300
1500
1700
2100
2600
3200
3500
1100
1400
1600
1900
2200
2600
3300
3900
4200
1000
1300
1500
1700
2000
2300
2900
3500
3800
4300
5300
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1100
1200
1400
1600
2000
2500
3000
3300
1000
1300
1600
1800
2100
2500
3100
3700
4000
900
1200
1400
1600
1800
2200
2800
3400
3700
4100
5100
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2700
3200
3600
4000
4900
100mm
85
Bearer Supporting
Joist Loads only
Bearers-
Floor Joist
supporting floor joists onlywithout ceilingcontinuous span-
Bearer
Span
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Bearer
Span
Floor Span (FS)
FS
FLW = 2 - refer page 5
For design limitations refer page 87
For calculation example refer page 12
Floor dead load - without ceiling - 30kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
1800
2500
2900
3300
3700
4100
4600
2400
3200
3600
4000
4500
5200
6100
2000
2700
3200
3600
4000
4600
5500
6000
6300
2600
3400
3800
4200
4800
5400
6400
7300
7900
2300
3100
3500
3900
4400
5000
5900
6700
7300
8100
9900
1600
2100
2400
2700
3100
3500
3900
2100
2700
3200
3600
4000
4600
5500
1800
2300
2700
3100
3600
4100
4800
5200
5400
2300
2900
3400
3800
4300
4900
5800
6600
7100
2000
2600
3000
3400
3900
4500
5300
6100
6600
7300
8800
Minimum bearing lengths at central support
86
1400
1800
2100
2300
2700
3100
3500
1900
2400
2800
3200
3700
4300
5000
1500
2000
2300
2600
3100
3600
4200
4600
4900
2000
2600
3000
3500
3900
4500
5300
6100
6600
1800
2300
2700
3100
3600
4100
4900
5600
6000
6700
7900
45mm
1200
1600
1800
2100
2400
2800
3200
1700
2200
2600
2900
3500
4000
4700
1300
1800
2000
2300
2700
3200
3800
4200
4500
1800
2400
2800
3200
3700
4200
5000
5700
6200
1600
2100
2400
2700
3200
3900
4600
5200
5700
6300
7300
75mm
1100
1400
1600
1900
2200
2500
2900
1500
2000
2300
2600
3100
3700
4500
1200
1600
1800
2100
2500
2900
3500
3900
4100
1700
2200
2600
2900
3400
4000
4700
5400
5800
1400
1900
2200
2500
2900
3500
4300
4900
5400
5900
6800
100mm
1000
1300
1500
1700
2000
2300
2700
1400
1800
2100
2400
2800
3400
4200
1100
1400
1700
1900
2200
2700
3200
3600
3900
1600
2100
2400
2700
3200
3800
4500
5100
5600
1300
1700
2000
2300
2700
3200
4000
4700
5100
5500
6400
900
1200
1400
1600
1800
2200
2600
1300
1700
2000
2200
2600
3200
4000
1000
1300
1500
1800
2100
2500
3000
3400
3600
1500
1900
2200
2500
2900
3500
4300
4900
5300
1200
1600
1800
2100
2500
3000
3700
4400
4700
5200
6000
150mm
800
1100
1300
1500
1700
2000
2400
1200
1600
1800
2100
2500
3000
3700
900
1200
1400
1600
1900
2300
2800
3200
3500
1400
1800
2100
2300
2700
3300
4100
4700
5100
1100
1500
1700
1900
2300
2800
3500
4100
4400
4900
5800
200mm
700
1000
1100
1300
1500
1900
2300
1100
1500
1700
2000
2300
2800
3500
900
1200
1300
1500
1800
2200
2700
3100
3300
1300
1700
1900
2200
2600
3100
3900
4600
4900
1100
1400
1600
1800
2200
2600
3200
3900
4200
4700
5500
250mm
Bearerssupporting floor joists onlywith ceilingcontinuous spanFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Floor dead load - with ceiling - 40kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
1800
2500
2800
3200
3600
4100
4500
2400
3100
3600
3900
4400
5100
6000
2000
2700
3100
3500
3900
4500
5300
6000
6200
2600
3300
3800
4100
4700
5300
6300
7200
7700
2300
3000
3400
3800
4300
4900
5800
6600
7100
7900
9700
1600
2000
2400
2600
3000
3400
3900
2000
2700
3100
3500
4000
4500
5400
1700
2300
2600
3000
3500
4000
4700
5100
5400
2200
2900
3300
3700
4200
4800
5600
6500
7000
2000
2500
2900
3300
3800
4400
5200
5900
6400
7100
8700
Minimum bearing lengths at central support
1300
1700
2000
2300
2600
3000
3400
1800
2400
2800
3100
3600
4200
4900
1500
2000
2300
2600
3000
3500
4100
4600
4800
2000
2600
3000
3400
3800
4400
5200
6000
6500
1700
2300
2600
3000
3500
4000
4800
5500
5900
6600
7800
45mm
1200
1500
1800
2000
2300
2700
3100
1700
2200
2500
2900
3400
3900
4600
1300
1700
2000
2300
2700
3200
3700
4200
4400
1800
2300
2700
3100
3600
4100
4900
5600
6100
1600
2000
2400
2700
3200
3800
4500
5100
5600
6200
7200
75mm
1100
1400
1600
1800
2100
2500
2900
1500
2000
2300
2600
3100
3700
4400
1200
1600
1800
2000
2400
2900
3400
3900
4100
1700
2200
2500
2800
3400
3900
4600
5300
5700
1400
1800
2100
2400
2900
3400
4200
4900
5300
5800
6700
100mm
1000
1300
1500
1700
2000
2300
2700
1400
1800
2100
2400
2800
3400
4200
1100
1400
1600
1900
2200
2600
3200
3600
3800
1500
2000
2300
2700
3100
3700
4400
5000
5500
1300
1700
2000
2200
2600
3100
3900
4600
5000
5500
6300
900
1200
1400
1500
1800
2100
2500
1300
1700
1900
2200
2600
3100
3900
1000
1300
1500
1700
2000
2400
3000
3400
3600
1400
1900
2200
2500
2900
3500
4200
4800
5200
1200
1600
1800
2000
2400
2900
3600
4300
4700
5100
6000
150mm
800
1100
1300
1400
1700
2000
2400
1200
1600
1800
2000
2400
2900
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1300
1700
2000
2300
2700
3200
4100
4700
5000
1100
1400
1700
1900
2300
2700
3400
4000
4400
4800
5700
200mm
700
900
1100
1300
1500
1800
2200
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2100
2600
3000
3200
1200
1600
1900
2100
2500
3000
3800
4500
4900
1000
1400
1600
1800
2100
2500
3200
3800
4100
4600
5400
250mm
87
Bearers-
RLW - refer page 5
ALL
WIND ZONES
single storeylight sheet roofwith ceilingsingle span-
Load Bearing Wall
Bottom Plate
Floor Joist
Floor Span (FS)
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Bearer Span
Bearer
FS
FLW = 2
For design limitations refer page 89
For calculation example refer page 12
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
800
1000
1200
1400
1600
1900
2400
1000
1300
1500
1700
2000
2400
3100
800
1100
1300
1500
1700
2100
2600
3200
3500
1100
1400
1600
1900
2200
2600
3300
3900
4200
900
1200
1400
1600
1900
2300
2900
3500
3800
4300
5300
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2000
2600
3100
3400
1000
1400
1600
1800
2100
2600
3200
3800
4100
900
1200
1400
1600
1900
2300
2900
3400
3800
4200
5200
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1100
1200
1400
1600
2000
2500
3000
3300
1000
1300
1600
1800
2100
2500
3100
3700
4000
900
1200
1400
1600
1800
2200
2800
3400
3700
4100
5100
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
900
1200
1400
1600
1900
2300
2900
1200
1600
1800
2000
2400
2900
3600
1000
1300
1500
1700
2100
2500
3100
3700
4000
1300
1700
1900
2200
2600
3100
3800
4400
4700
1100
1500
1700
2000
2300
2800
3500
4000
4300
4800
5900
900
1200
1400
1500
1800
2200
2800
1100
1500
1700
2000
2300
2800
3500
1000
1300
1500
1700
2000
2400
3000
3600
3900
1200
1600
1900
2100
2500
3000
3700
4200
4600
1100
1400
1600
1900
2200
2700
3300
3900
4200
4700
5800
Minimum bearing lengths at supports
88
900
1100
1300
1500
1800
2100
2700
1100
1400
1700
1900
2200
2700
3300
900
1200
1400
1600
1900
2300
2900
3400
3800
1200
1500
1800
2000
2400
2900
3600
4100
4500
1000
1400
1600
1800
2100
2600
3200
3800
4100
4500
5600
45mm
800
1100
1300
1400
1700
2000
2600
1000
1400
1600
1800
2100
2600
3200
900
1200
1400
1500
1800
2200
2800
3300
3700
1100
1500
1700
2000
2300
2800
3500
4000
4300
1000
1300
1500
1700
2000
2500
3100
3700
4000
4400
5500
75mm
800
1100
1200
1400
1600
2000
2500
1000
1300
1500
1800
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3200
3600
1100
1400
1700
1900
2200
2700
3400
3900
4200
1000
1300
1500
1700
2000
2400
3000
3600
3900
4300
5300
800
1100
1300
1400
1700
2100
2600
1100
1400
1600
1800
2200
2600
3300
900
1200
1400
1600
1800
2200
2800
3400
3700
1100
1500
1700
2000
2300
2800
3500
4000
4400
1000
1300
1500
1800
2100
2500
3100
3700
4000
4400
5500
800
1100
1200
1400
1700
2000
2500
1000
1300
1600
1800
2100
2500
3200
900
1100
1300
1500
1800
2200
2700
3200
3600
1100
1500
1700
1900
2300
2700
3400
3900
4300
1000
1300
1500
1700
2000
2400
3000
3600
3900
4300
5400
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1200
1400
1700
2000
2500
3100
3400
1000
1400
1600
1800
2100
2600
3200
3800
4100
900
1200
1400
1600
1900
2300
2800
3400
3700
4200
5100
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1000
1200
1400
1600
2000
2500
3000
3300
1000
1300
1500
1800
2100
2500
3100
3700
4000
900
1200
1400
1600
1800
2200
2800
3300
3700
4100
5000
700
900
1100
1300
1500
1800
2200
900
1200
1400
1600
1900
2300
2800
800
1000
1200
1400
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3100
3600
3900
900
1100
1300
1500
1800
2200
2700
3300
3600
4000
5000
700
900
1100
1200
1500
1700
2200
900
1200
1400
1600
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2700
3200
3600
3900
4900
700
900
1100
1200
1400
1700
2200
900
1200
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1500
1700
2100
2600
3100
3500
3900
4800
89
Bearers-
RLW - refer page 5
ALL
WIND ZONES
single storeyheavy tile roofwith ceilingsingle span-
Load Bearing Wall
Bottom Plate
Floor Joist
Floor Span (FS)
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Bearer Span
Bearer
FS
FLW = 2
For design limitations refer page 91
For calculation example refer page 12
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1900
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2700
3200
3600
4000
4900
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1400
1700
2000
2600
3100
3400
3800
4800
600
900
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2100
2600
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1600
1800
2200
2800
3300
3700
800
1000
1200
1400
1600
2000
2500
3000
3300
3700
4600
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
900
1200
1300
1500
1800
2200
2700
1100
1500
1700
1900
2300
2700
3400
1000
1300
1400
1600
1900
2300
2900
3500
3800
1200
1600
1800
2100
2500
3000
3700
4200
4500
1100
1400
1600
1800
2200
2600
3300
3800
4200
4600
5700
800
1100
1200
1400
1700
2000
2500
1000
1400
1600
1800
2100
2500
3200
900
1200
1300
1500
1800
2200
2700
3300
3600
1100
1500
1700
1900
2300
2700
3400
4000
4300
1000
1300
1500
1700
2000
2400
3000
3600
3900
4400
5400
Minimum bearing lengths at supports
90
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2000
2600
3100
3400
1000
1400
1600
1800
2100
2600
3200
3800
4100
900
1200
1400
1600
1900
2300
2900
3400
3700
4200
5200
45mm
700
900
1100
1300
1500
1800
2200
900
1200
1400
1600
1900
2300
2800
800
1000
1200
1400
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3100
3600
3900
900
1100
1300
1500
1800
2200
2700
3300
3600
4000
5000
75mm
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1400
1700
2100
2600
3100
3500
3900
4800
100mm
800
1100
1200
1400
1600
2000
2500
1000
1300
1500
1800
2100
2500
3100
900
1100
1300
1500
1800
2100
2700
3200
3600
1100
1400
1700
1900
2200
2700
3400
3900
4200
1000
1300
1500
1700
2000
2400
3000
3600
3900
4300
5300
700
1000
1100
1300
1500
1900
2300
1000
1300
1500
1700
2000
2400
3000
800
1100
1200
1400
1700
2000
2500
3000
3400
1000
1400
1600
1800
2100
2500
3200
3700
4100
900
1200
1400
1600
1900
2300
2800
3400
3700
4100
5100
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1000
1200
1400
1600
2000
2500
3000
3300
1000
1300
1500
1700
2100
2500
3100
3700
4000
900
1200
1400
1500
1800
2200
2800
3300
3700
4100
5000
700
900
1100
1200
1400
1700
2200
900
1200
1400
1500
1800
2200
2700
800
1000
1100
1300
1500
1900
2300
2800
3100
1000
1300
1500
1700
2000
2400
3000
3600
3900
800
1100
1300
1500
1700
2100
2600
3200
3500
3900
4800
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1300
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3200
3700
4600
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4500
91
Bearers-
RLW - refer page 5
ALL
WIND ZONES
single storeylight sheet roofwith ceilingcontinuous span-
Load Bearing Wall
Bottom Plate
Floor Joist
Bearer Span
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Bearer Span
Floor Span (FS)
FS
FLW = 2
For calculation example refer page 12
For design limitations refer page 93
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
1000
1300
1600
1800
2100
2400
2800
1300
1800
2000
2300
2700
3300
4000
1100
1500
1700
2000
2300
2800
3300
3800
4000
1500
1900
2200
2500
3000
3600
4200
4800
5200
1300
1700
2000
2200
2600
3200
3800
4400
4800
5300
6600
1000
1300
1500
1700
2000
2400
2800
1300
1700
2000
2300
2700
3200
3900
1100
1500
1700
1900
2300
2700
3300
3700
3900
1400
1900
2100
2400
2900
3500
4100
4700
5100
1300
1600
1900
2200
2600
3100
3800
4300
4700
5200
6400
1000
1300
1500
1700
2000
2300
2700
1300
1700
1900
2200
2600
3100
3800
1100
1400
1600
1900
2200
2600
3200
3600
3800
1400
1800
2100
2400
2800
3400
4000
4600
5000
1200
1600
1900
2100
2500
3000
3700
4200
4600
5100
6300
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
1300
1700
1900
2200
2600
3100
3500
1600
2100
2400
2800
3200
3800
4500
1400
1800
2100
2400
2800
3300
4000
4600
4900
1700
2300
2600
3000
3500
4000
4800
5500
5900
1500
2000
2300
2600
3100
3700
4400
5000
5400
6000
7400
1200
1600
1800
2100
2500
3000
3400
1500
2000
2300
2600
3100
3700
4400
1300
1700
2000
2300
2700
3200
3900
4500
4700
1700
2200
2500
2800
3300
3900
4600
5300
5700
1500
1900
2200
2500
3000
3600
4200
4800
5200
5800
7200
1200
1500
1800
2000
2400
2800
3200
1500
1900
2200
2500
3000
3600
4200
1300
1600
1900
2200
2600
3100
3800
4300
4500
1600
2100
2400
2700
3200
3800
4500
5100
5600
1400
1800
2100
2400
2900
3400
4100
4700
5100
5700
7000
Minimum bearing lengths at central support
92
1100
1500
1700
1900
2300
2700
3100
1400
1900
2200
2500
2900
3500
4100
1200
1600
1800
2100
2500
3000
3700
4100
4300
1500
2000
2300
2600
3100
3700
4400
5000
5400
1400
1800
2100
2300
2800
3300
4000
4600
5000
5500
6800
45mm
1000
1400
1600
1800
2100
2500
2900
1400
1800
2100
2400
2800
3400
4000
1200
1500
1800
2000
2400
2800
3400
3800
4100
1500
1900
2300
2600
3000
3600
4300
4900
5300
1300
1700
2000
2300
2700
3200
3900
4500
4900
5400
6700
75mm
1100
1400
1700
1900
2200
2500
3000
1400
1900
2200
2500
2900
3500
4200
1200
1600
1900
2100
2500
3000
3500
4000
4200
1600
2000
2300
2700
3100
3700
4400
5000
5500
1400
1800
2100
2400
2800
3400
4000
4600
5000
5600
6900
100mm
1100
1400
1600
1800
2100
2500
2900
1400
1800
2100
2400
2800
3400
4100
1200
1600
1800
2000
2400
2900
3400
3900
4100
1500
2000
2300
2600
3000
3600
4300
4900
5300
1300
1700
2000
2300
2700
3200
3900
4500
4900
5400
6700
150mm
200mm
250mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
900
1200
1400
1600
1900
2200
2600
1300
1700
2000
2300
2700
3200
3900
1000
1400
1600
1800
2100
2500
3100
3500
3700
1400
1800
2100
2400
2900
3400
4100
4700
5100
1200
1600
1900
2100
2500
3000
3800
4300
4700
5200
6100
900
1200
1400
1600
1800
2200
2500
1300
1700
1900
2200
2600
3100
3800
1000
1300
1500
1700
2100
2500
3000
3400
3600
1400
1800
2100
2400
2800
3400
4000
4600
5000
1200
1600
1800
2100
2400
2900
3700
4200
4600
5100
6000
900
1200
1300
1500
1800
2100
2500
1200
1600
1900
2100
2500
3000
3800
1000
1300
1500
1700
2000
2400
2900
3300
3600
1300
1800
2000
2300
2700
3300
4000
4500
4900
1200
1500
1800
2000
2400
2900
3600
4200
4500
5000
5900
900
1100
1300
1500
1800
2100
2500
1200
1600
1800
2100
2500
3000
3700
1000
1300
1500
1700
2000
2400
2900
3300
3500
1300
1700
2000
2300
2700
3200
3900
4500
4800
1100
1500
1700
2000
2300
2800
3500
4100
4400
4900
5800
800
1100
1300
1500
1700
2000
2400
1200
1600
1800
2100
2400
2900
3600
900
1200
1400
1600
1900
2300
2800
3200
3500
1300
1700
2000
2200
2600
3200
3800
4400
4800
1100
1500
1700
1900
2300
2800
3500
4000
4400
4900
5800
93
Bearers-
RLW - refer page 5
ALL
WIND ZONES
single storeyheavy tile roofwith ceilingcontinuous span-
Load Bearing Wall
Bottom Plate
Floor Joist
Bearer Span
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Bearer Span
Floor Span (FS)
FS
FLW = 2
For calculation example refer page 12
For design limitations refer page 95
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
900
1200
1400
1600
1900
2200
2600
1200
1600
1900
2100
2500
3000
3700
1000
1400
1600
1800
2100
2500
3100
3500
3700
1300
1700
2000
2300
2700
3200
3900
4500
4900
1200
1500
1800
2000
2400
2900
3600
4100
4500
5000
6100
900
1100
1300
1500
1800
2100
2500
1200
1500
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
2900
3300
3500
1300
1700
1900
2200
2600
3100
3800
4400
4700
1100
1500
1700
1900
2300
2800
3500
4000
4300
4800
5800
800
1000
1200
1400
1600
1900
2300
1100
1500
1700
1900
2300
2800
3500
900
1200
1400
1600
1900
2200
2700
3100
3300
1200
1600
1800
2100
2500
3000
3700
4200
4600
1100
1400
1600
1900
2200
2600
3300
3900
4200
4700
5600
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
1200
1600
1800
2100
2400
2900
3300
1500
2000
2300
2600
3100
3700
4300
1300
1700
2000
2200
2600
3200
3900
4400
4700
1600
2100
2500
2800
3300
3900
4600
5200
5700
1500
1900
2200
2500
2900
3500
4200
4800
5200
5800
7100
1100
1400
1700
1900
2200
2600
3000
1400
1800
2100
2400
2800
3400
4100
1200
1600
1800
2100
2400
2900
3600
4000
4200
1500
2000
2300
2600
3100
3600
4300
5000
5400
1300
1800
2000
2300
2700
3300
4000
4500
4900
5500
6700
1000
1300
1500
1700
2000
2400
2800
1300
1700
2000
2300
2700
3200
3900
1100
1500
1700
1900
2300
2700
3300
3700
3900
1400
1900
2100
2400
2900
3500
4100
4700
5100
1300
1600
1900
2200
2600
3100
3800
4300
4700
5200
6400
Minimum bearing lengths at central support
94
900
1200
1400
1600
1900
2200
2600
1200
1600
1900
2100
2500
3000
3700
1000
1300
1600
1800
2100
2500
3000
3400
3700
1300
1800
2000
2300
2700
3300
4000
4500
4900
1200
1600
1800
2000
2400
2900
3600
4200
4500
5000
6100
45mm
800
1100
1300
1500
1700
2000
2400
1200
1600
1800
2000
2400
2900
3600
900
1200
1400
1600
1900
2300
2800
3200
3500
1300
1700
1900
2200
2600
3100
3800
4400
4800
1100
1500
1700
1900
2300
2800
3500
4000
4400
4800
5800
75mm
1000
1400
1600
1800
2100
2500
2900
1400
1800
2100
2400
2800
3400
4000
1200
1500
1800
2000
2400
2800
3400
3800
4100
1500
1900
2300
2600
3000
3600
4300
4900
5300
1300
1700
2000
2300
2700
3200
3900
4500
4900
5400
6700
100mm
1000
1300
1500
1700
2000
2300
2700
1300
1700
2000
2200
2600
3200
3900
1100
1400
1700
1900
2200
2700
3200
3600
3900
1400
1800
2100
2400
2800
3400
4100
4700
5100
1200
1600
1900
2100
2500
3000
3700
4300
4600
5200
6400
150mm
200mm
250mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
900
1200
1400
1500
1800
2100
2500
1300
1700
1900
2200
2600
3100
3800
1000
1300
1500
1700
2000
2500
3000
3400
3600
1400
1800
2100
2400
2800
3300
4000
4600
5000
1200
1600
1800
2100
2400
2900
3700
4200
4600
5100
6000
800
1100
1300
1500
1700
2100
2400
1200
1600
1800
2100
2500
3000
3700
1000
1300
1500
1700
2000
2300
2900
3300
3500
1300
1700
2000
2200
2600
3200
3900
4400
4800
1100
1500
1700
2000
2300
2800
3500
4100
4400
4900
5800
800
1000
1200
1400
1600
2000
2300
1200
1500
1800
2000
2400
2800
3500
900
1200
1400
1600
1900
2200
2700
3100
3400
1200
1600
1900
2100
2500
3100
3800
4300
4700
1100
1400
1700
1900
2200
2700
3300
3900
4300
4700
5600
700
1000
1100
1300
1500
1800
2300
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2200
2600
3000
3300
1200
1600
1800
2100
2400
2900
3600
4200
4500
1000
1400
1600
1800
2100
2600
3200
3800
4100
4600
5500
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2600
2900
3200
1200
1500
1800
2000
2400
2800
3600
4100
4400
1000
1300
1500
1700
2100
2500
3100
3700
4000
4500
5300
95
RLW - refer page 5
Bearers-
ALL
WIND ZONES
double storeylight sheet roofwith ceilingsingle span-
Upper Floor
Upper Floor Joists
Floor Span (FS)
FLW 2
Top Plate
Load Bearing Wall
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Floor Span (FS)
FLW 1
Bearer
Span
For design limitations refer page 97
For calculation example refer page 13
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
1200
1200
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1400
1700
2100
2600
3100
3500
3900
4800
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2600
700
1000
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2900
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
700
900
1000
1100
1400
1600
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2200
2800
3400
3700
800
1100
1200
1400
1600
2000
2500
3000
3300
3800
4700
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
800
1000
1200
1300
1600
1900
2400
1000
1300
1500
1700
2000
2400
3000
800
1100
1300
1400
1700
2000
2600
3100
3400
1000
1400
1600
1800
2100
2600
3200
3800
4100
900
1200
1400
1600
1900
2300
2900
3400
3800
4200
5200
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1100
1200
1400
1600
2000
2500
3000
3300
1000
1300
1600
1800
2100
2500
3100
3700
4000
900
1200
1400
1600
1800
2200
2800
3400
3700
4100
5100
Minimum bearing lengths at supports
96
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1000
1200
1400
1600
1900
2400
2900
3300
1000
1300
1500
1700
2000
2500
3100
3700
4000
900
1200
1300
1500
1800
2200
2700
3300
3600
4000
5000
45mm
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2700
3200
3600
4000
4900
75mm
700
900
1100
1200
1400
1700
2200
900
1200
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1900
2300
2800
3100
1000
1300
1500
1700
2000
2400
2900
3500
3800
800
1100
1300
1500
1700
2100
2600
3100
3500
3900
4800
100mm
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1900
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2700
3200
3600
4000
4900
700
900
1100
1200
1400
1700
2200
900
1200
1400
1500
1800
2200
2800
800
1000
1200
1300
1600
1900
2300
2800
3100
1000
1300
1500
1700
2000
2400
3000
3600
3900
800
1100
1300
1500
1700
2100
2600
3200
3500
3900
4900
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
1200
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
700
900
1000
1100
1400
1600
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1800
2200
2800
3400
3700
800
1000
1200
1400
1600
2000
2500
3000
3300
3800
4600
600
800
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2000
2600
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3300
3700
4600
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2900
900
1100
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3700
4500
600
800
1000
1100
1300
1600
2000
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
900
1100
1300
1500
1800
2100
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2800
3200
3600
4500
97
RLW - refer page 5
Bearers-
ALL
WIND ZONES
double storeylight sheet roofwith ceilingsingle span-
Upper Floor
Upper Floor Joists
Floor Span (FS)
FLW 2
Top Plate
Load Bearing Wall
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Floor Span (FS)
FLW 1
Bearer
Span
For design limitations refer page 99
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
2400
2400
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
700
900
1000
1100
1400
1600
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2200
2800
3400
3700
800
1000
1200
1400
1600
2000
2500
3000
3300
3800
4600
600
800
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2000
2600
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1500
1800
2200
2800
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3300
3700
4600
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2900
900
1100
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3700
4500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
900
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2800
800
1000
1200
1400
1600
1900
2400
2900
3300
1000
1300
1500
1700
2000
2400
3100
3700
4000
900
1200
1300
1500
1800
2200
2700
3300
3600
4000
5000
700
900
1100
1200
1500
1800
2200
900
1200
1400
1600
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2900
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2700
3200
3600
4000
4900
Minimum bearing lengths at supports
98
700
900
1100
1200
1400
1700
2200
900
1200
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1900
2300
2800
3100
1000
1300
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1500
1700
2100
2600
3100
3500
3900
4800
45mm
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1400
1700
2000
2600
3100
3400
3800
4800
75mm
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1300
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
100mm
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1400
1700
2100
2600
3100
3400
3900
4800
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
1000
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
2400
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3300
3700
4600
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2900
900
1100
1300
1500
1800
2200
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3700
4500
600
800
1000
1100
1300
1600
2000
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
900
1100
1300
1500
1800
2100
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2800
3200
3600
4500
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
1900
2400
700
900
1000
1200
1400
1700
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4400
600
800
900
1100
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
900
1000
1100
1300
1600
2000
2500
2700
800
1100
1300
1400
1700
2100
2600
3100
3500
700
1000
1100
1300
1500
1800
2300
2800
3100
3500
4400
99
RLW - refer page 5
Bearers-
ALL
WIND ZONES
double storeylight sheet roofwith ceilingsingle span-
Upper Floor
Upper Floor Joists
Floor Span (FS)
FLW 2
Top Plate
Load Bearing Wall
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Floor Span (FS)
FLW 1
Bearer
Span
For design limitations refer page 101
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
3600
3600
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2800
900
1100
1300
1500
1800
2100
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3600
4500
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
900
1100
1300
1500
1700
2100
2600
3200
3500
800
1000
1100
1300
1500
1900
2300
2800
3100
3600
4500
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
1900
2400
700
900
1000
1100
1400
1600
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3100
3500
700
1000
1100
1300
1500
1800
2300
2800
3100
3600
4400
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1800
2300
2800
3100
900
1200
1400
1600
1900
2300
2900
3500
3800
800
1100
1300
1400
1700
2100
2600
3100
3500
3900
4800
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2600
700
1000
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2900
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
Minimum bearing lengths at supports
100
700
900
1000
1100
1400
1600
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2200
2800
3400
3700
800
1100
1200
1400
1600
2000
2500
3000
3300
3800
4700
45mm
600
800
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2000
2600
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1500
1800
2200
2800
3300
3700
800
1000
1200
1400
1600
1900
2400
2900
3300
3700
4600
75mm
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2100
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3700
4500
100mm
600
900
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2000
2600
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1600
1800
2200
2800
3300
3700
800
1000
1200
1400
1600
2000
2500
3000
3300
3700
4600
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3200
3700
4600
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
3600
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
1900
2400
700
900
1000
1200
1400
1700
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4400
600
800
900
1100
1300
1500
1900
800
1000
1200
1300
1600
1900
2400
700
900
1000
1100
1400
1600
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3100
3500
700
1000
1100
1300
1500
1800
2300
2800
3100
3600
4400
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
900
1000
1100
1300
1600
2000
2400
2700
800
1100
1300
1400
1700
2000
2600
3100
3400
700
1000
1100
1300
1500
1800
2300
2700
3000
3500
4400
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1200
1400
1700
2000
2500
3000
3400
700
900
1100
1300
1500
1800
2200
2700
3000
3500
4300
600
800
900
1000
1200
1500
1800
700
1000
1100
1300
1500
1800
2300
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1200
1400
1700
2000
2500
3000
3400
700
900
1100
1200
1500
1800
2200
2700
3000
3400
4300
101
RLW - refer page 5
Bearers-
ALL
WIND ZONES
double storeyheavy tile roofwith ceilingsingle span-
Upper Floor
Upper Floor Joists
Floor Span (FS)
FLW 2
Top Plate
Load Bearing Wall
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Floor Span (FS)
FLW 1
Bearer
Span
For design limitations refer page 103
For calculation example refer page 13
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
1200
1200
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3700
4600
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
1900
2400
700
900
1000
1200
1400
1700
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4400
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1300
1400
1700
2000
2600
3100
3400
700
1000
1100
1300
1500
1800
2300
2700
3000
3500
4300
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
1000
1100
1300
1500
1800
2300
900
1200
1400
1600
1900
2300
2900
800
1000
1200
1400
1600
2000
2500
3000
3300
1000
1300
1500
1800
2100
2500
3100
3700
4000
900
1200
1400
1600
1800
2200
2800
3300
3700
4100
5000
700
900
1100
1200
1400
1700
2200
900
1200
1400
1500
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2800
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
800
1100
1300
1500
1700
2100
2600
3200
3500
3900
4900
Minimum bearing lengths at supports
102
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2600
700
1000
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2900
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
45mm
600
800
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3300
3700
4600
75mm
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
900
1100
1300
1500
1800
2100
2700
3200
3500
800
1000
1200
1300
1600
1900
2400
2800
3200
3600
4500
100mm
700
900
1100
1200
1400
1700
2200
900
1200
1300
1500
1800
2200
2700
700
1000
1100
1300
1500
1900
2300
2800
3100
1000
1300
1500
1700
2000
2400
2900
3500
3800
800
1100
1300
1500
1700
2100
2600
3100
3500
3900
4800
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
1200
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
600
900
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2100
2600
700
900
1100
1200
1500
1800
2200
2700
3000
900
1200
1400
1600
1800
2200
2800
3300
3700
800
1000
1200
1400
1600
2000
2500
3000
3300
3700
4600
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2800
900
1100
1300
1500
1800
2100
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3600
4500
600
800
900
1100
1300
1500
1900
800
1000
1200
1300
1600
1900
2400
700
900
1000
1100
1400
1600
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3100
3500
700
1000
1100
1300
1500
1800
2300
2800
3100
3600
4400
600
800
900
1000
1200
1500
1900
700
1000
1100
1300
1500
1900
2300
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1200
1400
1700
2000
2500
3000
3400
700
900
1100
1200
1500
1800
2200
2700
3000
3500
4300
600
800
900
1000
1200
1400
1800
700
1000
1100
1300
1500
1800
2300
600
800
900
1100
1300
1500
1900
2300
2600
800
1000
1200
1400
1600
2000
2500
3000
3300
700
900
1100
1200
1400
1700
2200
2600
2900
3400
4200
103
RLW - refer page 5
Bearers-
ALL
WIND ZONES
double storeyheavy tile roofwith ceilingsingle span-
Upper Floor
Upper Floor Joists
Floor Span (FS)
FLW 2
Top Plate
Load Bearing Wall
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Floor Span (FS)
FLW 1
Bearer
Span
For design limitations refer page 105
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
2400
2400
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
2000
2400
700
900
1000
1200
1400
1700
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4500
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
900
1000
1100
1300
1600
2000
2400
2700
800
1100
1300
1400
1700
2000
2600
3100
3400
700
1000
1100
1300
1500
1800
2300
2700
3000
3500
4400
600
800
900
1000
1200
1400
1800
700
1000
1100
1300
1500
1800
2300
600
800
1000
1100
1300
1600
2000
2400
2600
800
1100
1200
1400
1600
2000
2500
3000
3300
700
900
1100
1200
1500
1800
2200
2700
3000
3400
4300
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
900
1100
1200
1400
1700
2200
900
1200
1400
1600
1800
2200
2800
800
1000
1200
1300
1600
1900
2400
2800
3200
1000
1300
1500
1700
2000
2400
3000
3600
3900
900
1100
1300
1500
1800
2100
2600
3200
3500
3900
4900
700
900
1000
1200
1400
1700
2100
900
1100
1300
1500
1800
2100
2700
700
1000
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2900
3400
3800
800
1100
1200
1400
1700
2000
2500
3100
3400
3800
4700
Minimum bearing lengths at supports
104
600
800
1000
1100
1300
1600
2000
800
1100
1300
1400
1700
2000
2600
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1400
1500
1800
2200
2800
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3300
3700
4600
45mm
600
800
1000
1100
1300
1600
1900
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
900
1100
1300
1500
1800
2100
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2800
3200
3600
4500
75mm
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
900
1000
1100
1300
1600
2000
2500
2700
800
1100
1300
1400
1700
2100
2600
3100
3400
700
1000
1100
1300
1500
1800
2300
2700
3100
3500
4400
100mm
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1300
1500
1800
2200
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3200
3700
4600
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
2400
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2600
2900
900
1100
1300
1500
1800
2100
2700
3200
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3600
4500
600
800
900
1100
1300
1500
1900
800
1000
1200
1300
1600
1900
2400
700
900
1000
1100
1400
1600
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3100
3500
700
1000
1100
1300
1500
1800
2300
2800
3100
3600
4400
600
800
900
1000
1200
1500
1900
800
1000
1100
1300
1500
1900
2300
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1200
1400
1700
2000
2500
3000
3400
700
900
1100
1300
1500
1800
2200
2700
3000
3500
4300
600
800
900
1000
1200
1400
1800
700
1000
1100
1300
1500
1800
2300
600
800
900
1100
1300
1500
1900
2300
2600
800
1000
1200
1400
1600
2000
2500
3000
3300
700
900
1100
1200
1400
1700
2200
2600
2900
3400
4200
600
700
900
1000
1200
1400
1800
700
900
1100
1200
1500
1800
2200
600
800
900
1100
1200
1500
1900
2300
2500
800
1000
1200
1300
1600
1900
2400
2900
3200
700
900
1000
1200
1400
1700
2100
2600
2900
3300
4100
105
RLW - refer page 5
Bearers-
ALL
WIND ZONES
double storeyheavy tile roofwith ceilingsingle span-
Upper Floor
Upper Floor Joists
Floor Span (FS)
FLW 2
Top Plate
Load Bearing Wall
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
Floor Span (FS)
FLW 1
Bearer
Span
For design limitations refer page 107
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
3600
3600
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1300
1400
1700
2000
2500
3100
3400
700
1000
1100
1300
1500
1800
2300
2700
3000
3500
4300
600
800
900
1000
1200
1400
1800
700
1000
1100
1300
1500
1800
2300
600
800
1000
1100
1300
1600
2000
2400
2600
800
1000
1200
1400
1600
2000
2500
3000
3300
700
900
1100
1200
1400
1700
2200
2600
2900
3400
4200
600
700
900
1000
1200
1400
1800
700
900
1100
1200
1500
1800
2200
600
800
900
1100
1300
1500
1900
2300
2600
800
1000
1200
1300
1600
1900
2400
2900
3200
700
900
1000
1200
1400
1700
2100
2600
2900
3300
4200
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
700
900
1000
1200
1400
1700
2100
800
1100
1300
1500
1700
2100
2600
700
900
1100
1300
1500
1800
2300
2700
3000
900
1200
1400
1600
1900
2300
2800
3400
3700
800
1100
1200
1400
1700
2000
2500
3000
3400
3800
4700
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2200
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1400
1600
1900
2400
2900
3200
3700
4600
Minimum bearing lengths at supports
106
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
2000
2500
700
900
1000
1200
1400
1700
2100
2500
2800
900
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4500
45mm
600
800
900
1000
1200
1500
1900
800
1000
1200
1300
1600
1900
2400
600
900
1000
1100
1300
1600
2000
2400
2700
800
1100
1300
1400
1700
2000
2600
3100
3400
700
1000
1100
1300
1500
1800
2300
2700
3000
3500
4400
75mm
600
800
900
1000
1200
1500
1800
700
1000
1100
1300
1500
1800
2300
600
800
1000
1100
1300
1600
2000
2400
2600
800
1100
1200
1400
1600
2000
2500
3000
3300
700
900
1100
1200
1500
1800
2200
2700
3000
3400
4300
100mm
600
800
1000
1100
1300
1600
2000
800
1100
1200
1400
1700
2000
2500
700
900
1100
1200
1400
1700
2100
2600
2900
900
1200
1300
1500
1800
2200
2700
3300
3600
800
1000
1200
1300
1600
1900
2400
2900
3200
3700
4500
110mm
600
800
900
1100
1300
1500
1900
800
1000
1200
1400
1600
1900
2400
700
900
1000
1200
1400
1700
2100
2500
2800
800
1100
1300
1500
1700
2100
2600
3200
3500
700
1000
1100
1300
1500
1900
2300
2800
3100
3600
4400
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
3600
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Single Span
600
800
900
1100
1300
1500
1900
800
1000
1200
1300
1600
1900
2400
700
900
1000
1100
1400
1600
2100
2500
2800
800
1100
1300
1400
1700
2100
2600
3100
3500
700
1000
1100
1300
1500
1800
2300
2800
3100
3500
4400
600
800
900
1000
1200
1500
1800
700
1000
1100
1300
1500
1900
2300
600
800
1000
1100
1300
1600
2000
2400
2700
800
1100
1200
1400
1700
2000
2500
3000
3400
700
900
1100
1200
1500
1800
2200
2700
3000
3400
4300
600
800
900
1000
1200
1400
1800
700
1000
1100
1300
1500
1800
2300
600
800
900
1100
1300
1500
1900
2300
2600
800
1000
1200
1400
1600
2000
2500
2900
3300
700
900
1100
1200
1400
1700
2200
2600
2900
3400
4200
600
700
900
1000
1200
1400
1800
700
900
1100
1200
1500
1800
2200
600
800
900
1000
1200
1500
1900
2300
2500
800
1000
1200
1300
1600
1900
2400
2900
3200
700
900
1000
1200
1400
1700
2100
2600
2800
3300
4100
500
700
800
900
1100
1400
1700
700
900
1100
1200
1400
1700
2200
600
800
900
1000
1200
1500
1800
2200
2500
700
1000
1100
1300
1500
1900
2300
2800
3100
700
900
1000
1200
1400
1600
2100
2500
2800
3200
4100
107
Bearers-
RLW - refer page 5
ALL
WIND ZONES
double storeylight sheet roofwith ceilingcontinuous span-
Upper Floor Joists
Upper Floor
Top Plate
Load Bearing Wall
Floor Span (FS)
FLW 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
FS
FLW = 2
Bearer
Span
Floor Span (FS)
FLW 1
For design limitations refer page 109
For calculation example refer page 13
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
1200
1200
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
900
1100
1300
1500
1800
2100
2400
1200
1600
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
2900
3300
3500
1300
1700
1900
2200
2600
3100
3800
4400
4700
1100
1500
1700
2000
2300
2800
3500
4000
4300
4800
5800
800
1100
1300
1500
1700
2000
2400
1200
1500
1800
2000
2400
2800
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1300
1600
1900
2200
2500
3100
3800
4300
4700
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5700
800
1100
1200
1400
1700
2000
2400
1100
1500
1700
2000
2300
2800
3500
900
1200
1400
1600
1900
2300
2800
3200
3400
1200
1600
1900
2100
2500
3000
3700
4300
4600
1100
1400
1700
1900
2200
2700
3400
3900
4200
4700
5700
200mm
250mm
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
1000
1400
1600
1800
2100
2400
2800
1300
1700
2000
2300
2700
3200
3900
1100
1500
1700
1900
2300
2700
3400
3800
4000
1400
1900
2200
2400
2900
3500
4100
4700
5100
1300
1600
1900
2200
2600
3100
3800
4300
4700
5200
6400
1000
1300
1500
1700
2000
2300
2700
1300
1700
1900
2200
2600
3100
3800
1100
1400
1700
1900
2200
2700
3200
3700
3900
1400
1800
2100
2400
2800
3400
4100
4600
5000
1200
1600
1900
2100
2500
3000
3700
4300
4600
5100
6300
900
1200
1400
1600
1900
2300
2600
1300
1600
1900
2200
2500
3100
3800
1100
1400
1600
1800
2200
2600
3100
3500
3800
1400
1800
2100
2300
2700
3300
4000
4600
4900
1200
1600
1800
2100
2400
2900
3600
4200
4500
5000
6200
Minimum bearing lengths at central support
108
900
1200
1400
1600
1900
2200
2600
1200
1600
1900
2100
2500
3000
3700
1000
1300
1600
1800
2100
2500
3000
3400
3700
1300
1700
2000
2300
2700
3200
3900
4500
4900
1200
1500
1800
2000
2400
2900
3600
4100
4500
5000
6100
45mm
900
1200
1300
1500
1800
2100
2500
1200
1600
1800
2100
2400
2900
3700
1000
1300
1500
1700
2000
2400
2900
3300
3600
1300
1700
2000
2200
2600
3200
3900
4400
4800
1100
1500
1700
2000
2300
2800
3500
4100
4400
4900
5900
75mm
900
1200
1400
1600
1800
2200
2500
1200
1600
1900
2100
2500
3000
3700
1000
1300
1500
1700
2100
2500
3000
3400
3600
1300
1700
2000
2300
2700
3300
3900
4500
4900
1200
1500
1800
2000
2400
2900
3600
4100
4500
5000
6000
100mm
900
1200
1300
1500
1800
2100
2500
1200
1600
1800
2100
2500
3000
3700
1000
1300
1500
1700
2000
2400
2900
3300
3600
1300
1700
2000
2200
2600
3200
3900
4400
4800
1200
1500
1800
2000
2300
2800
3500
4100
4400
4900
5900
150mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
1200
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
800
1000
1200
1300
1600
1900
2300
1100
1500
1700
2000
2300
2800
3500
900
1200
1400
1500
1800
2200
2700
3100
3300
1200
1600
1900
2200
2500
3100
3800
4300
4700
1100
1400
1600
1800
2200
2600
3300
3900
4200
4700
5500
700
1000
1100
1300
1500
1800
2300
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2200
2600
3000
3300
1200
1600
1900
2100
2500
3000
3700
4300
4600
1000
1400
1600
1800
2100
2600
3200
3800
4200
4600
5500
700
900
1100
1200
1500
1800
2200
1100
1400
1700
1900
2200
2700
3400
900
1100
1300
1500
1800
2100
2600
3000
3200
1200
1600
1800
2100
2500
3000
3700
4200
4600
1000
1300
1600
1800
2100
2500
3200
3800
4100
4600
5400
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2700
3300
800
1100
1300
1500
1700
2100
2600
3000
3200
1200
1600
1800
2000
2400
2900
3600
4200
4500
1000
1300
1500
1700
2100
2500
3100
3700
4000
4500
5300
700
900
1000
1100
1400
1600
2100
1100
1400
1600
1800
2200
2600
3300
800
1100
1300
1400
1700
2100
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4500
1000
1300
1500
1700
2000
2400
3100
3600
4000
4400
5300
109
Bearers-
RLW - refer page 5
ALL
WIND ZONES
double storeylight sheet roofwith ceilingcontinuous span-
Upper Floor Joists
Upper Floor
Top Plate
Load Bearing Wall
Floor Span (FS)
FLW 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
FS
FLW = 2
Bearer
Span
Floor Span (FS)
FLW 1
For design limitations refer page 111
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
2400
2400
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
800
1000
1200
1300
1600
1900
2300
1100
1500
1700
2000
2300
2800
3500
900
1200
1400
1600
1800
2200
2700
3100
3300
1200
1600
1900
2100
2500
3000
3700
4300
4600
1100
1400
1600
1900
2200
2600
3300
3900
4200
4700
5600
700
1000
1100
1300
1500
1800
2300
1100
1500
1700
1900
2300
2700
3400
900
1200
1300
1500
1800
2200
2700
3100
3300
1200
1600
1800
2100
2500
3000
3700
4200
4600
1000
1400
1600
1800
2100
2600
3200
3800
4200
4600
5500
700
900
1100
1200
1500
1800
2200
1100
1400
1700
1900
2200
2700
3400
900
1100
1300
1500
1800
2100
2600
3000
3200
1200
1600
1800
2100
2400
2900
3600
4200
4500
1000
1400
1600
1800
2100
2500
3200
3800
4100
4600
5400
200mm
250mm
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
900
1200
1400
1600
1900
2200
2600
1200
1600
1900
2200
2500
3100
3800
1100
1400
1600
1800
2200
2600
3100
3500
3800
1300
1800
2000
2300
2700
3300
4000
4600
4900
1200
1600
1800
2100
2400
2900
3600
4200
4500
5000
6200
900
1200
1400
1600
1900
2200
2600
1200
1600
1900
2100
2500
3000
3700
1000
1400
1600
1800
2100
2500
3100
3500
3700
1300
1700
2000
2300
2700
3200
3900
4500
4900
1200
1500
1800
2000
2400
2900
3600
4100
4400
4900
6100
900
1200
1400
1500
1800
2100
2500
1200
1600
1800
2100
2400
2900
3600
1000
1300
1500
1700
2100
2500
3000
3400
3600
1300
1700
2000
2200
2600
3200
3900
4400
4800
1100
1500
1700
2000
2300
2800
3500
4000
4400
4900
6000
Minimum bearing lengths at central support
110
900
1100
1300
1500
1800
2100
2500
1200
1500
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
2900
3300
3500
1300
1700
1900
2200
2600
3100
3800
4400
4700
1100
1500
1700
1900
2300
2800
3400
4000
4300
4800
5800
45mm
800
1100
1300
1400
1700
2000
2400
1200
1500
1700
2000
2300
2800
3500
900
1200
1400
1600
1900
2300
2800
3200
3400
1200
1600
1900
2100
2500
3000
3700
4300
4700
1100
1400
1700
1900
2200
2700
3400
3900
4300
4700
5700
75mm
800
1100
1300
1400
1700
2000
2400
1200
1500
1800
2000
2400
2900
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1300
1700
1900
2200
2600
3100
3800
4400
4700
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5700
100mm
800
1100
1200
1400
1600
2000
2400
1200
1500
1800
2000
2400
2800
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1200
1600
1900
2200
2500
3100
3800
4300
4700
1100
1400
1700
1900
2200
2700
3400
3900
4300
4800
5600
150mm
300mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
2400
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2500
2900
3100
1200
1600
1800
2100
2400
2900
3700
4200
4500
1000
1300
1500
1700
2000
2500
3100
3700
4000
4500
5300
600
900
1000
1100
1300
1600
2000
1100
1400
1600
1800
2200
2600
3200
800
1100
1300
1400
1700
2000
2500
2900
3100
1200
1600
1800
2000
2400
2900
3600
4200
4500
1000
1300
1500
1700
2000
2400
3000
3600
4000
4400
5200
600
800
1000
1100
1300
1600
2000
1000
1400
1600
1800
2100
2600
3200
800
1000
1200
1400
1600
2000
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4400
1000
1300
1500
1700
2000
2400
3000
3600
3900
4400
5200
600
800
900
1100
1300
1500
1900
1000
1300
1600
1800
2100
2500
3200
800
1000
1200
1300
1600
1900
2400
2800
3000
1100
1500
1700
2000
2300
2800
3500
4100
4400
1000
1300
1500
1700
2000
2300
2900
3500
3900
4300
5100
600
800
900
1000
1200
1500
1900
1000
1300
1500
1700
2100
2500
3100
700
1000
1100
1300
1500
1900
2300
2800
3000
1100
1500
1700
2000
2300
2800
3500
4000
4400
900
1200
1400
1600
1900
2300
2900
3500
3800
4200
5100
111
Bearers-
RLW - refer page 5
ALL
WIND ZONES
double storeylight sheet roofwith ceilingcontinuous span-
Upper Floor Joists
Upper Floor
Top Plate
Load Bearing Wall
Floor Span (FS)
FLW 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
FS
FLW = 2
Bearer
Span
Floor Span (FS)
FLW 1
For design limitations refer page 113
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
3600
3600
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4500
1000
1300
1500
1700
2000
2500
3100
3700
4000
4500
5300
600
900
1000
1100
1300
1600
2000
1100
1400
1600
1800
2200
2600
3200
800
1100
1300
1400
1700
2000
2500
2900
3100
1200
1500
1800
2000
2400
2800
3600
4100
4400
1000
1300
1500
1700
2000
2400
3000
3600
4000
4400
5200
600
800
1000
1100
1300
1600
2000
1000
1400
1600
1800
2100
2600
3200
800
1000
1200
1400
1600
2000
2500
2900
3100
1100
1500
1700
2000
2300
2800
3500
4000
4400
1000
1300
1500
1700
2000
2400
3000
3600
3900
4400
5200
200mm
250mm
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
900
1100
1300
1500
1800
2100
2400
1200
1600
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2400
2900
3300
3500
1300
1700
1900
2200
2600
3100
3800
4400
4700
1100
1500
1700
2000
2300
2800
3500
4000
4300
4800
5800
800
1100
1300
1500
1700
2000
2400
1200
1500
1800
2000
2400
2800
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1300
1600
1900
2200
2500
3100
3800
4300
4700
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5700
800
1100
1200
1400
1700
2000
2400
1100
1500
1700
2000
2300
2800
3500
900
1200
1400
1600
1900
2300
2800
3200
3400
1200
1600
1900
2100
2500
3000
3700
4300
4600
1100
1400
1700
1900
2200
2700
3400
3900
4200
4700
5700
Minimum bearing lengths at central support
112
800
1000
1200
1400
1600
1900
2300
1100
1500
1700
1900
2300
2800
3400
900
1200
1400
1600
1900
2200
2700
3100
3300
1200
1600
1800
2100
2500
3000
3700
4200
4600
1100
1400
1600
1800
2200
2600
3300
3900
4200
4600
5600
45mm
700
1000
1100
1300
1500
1900
2300
1100
1400
1700
1900
2200
2700
3400
900
1200
1300
1500
1800
2200
2700
3100
3300
1200
1600
1800
2100
2400
2900
3600
4200
4500
1100
1400
1600
1800
2100
2600
3200
3800
4100
4600
5500
75mm
700
900
1100
1200
1500
1800
2200
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2100
2600
3000
3200
1200
1600
1800
2100
2500
3000
3700
4200
4600
1000
1400
1600
1800
2100
2500
3200
3800
4100
4600
5400
100mm
700
900
1100
1200
1400
1700
2200
1100
1400
1700
1900
2200
2700
3400
800
1100
1300
1500
1700
2100
2600
3000
3200
1200
1600
1800
2100
2400
2900
3600
4200
4500
1000
1300
1500
1800
2100
2500
3100
3700
4100
4500
5400
150mm
300mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
3600
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
600
800
900
1000
1200
1500
1900
1000
1300
1500
1700
2100
2500
3100
700
1000
1100
1300
1500
1900
2300
2800
3000
1100
1500
1700
2000
2300
2800
3500
4100
4400
900
1200
1400
1600
1900
2300
2900
3500
3800
4200
5100
600
800
900
1000
1200
1400
1800
1000
1300
1500
1700
2000
2400
3100
700
1000
1100
1300
1500
1800
2300
2700
3000
1100
1500
1700
1900
2300
2700
3400
4000
4400
900
1200
1400
1600
1900
2300
2900
3400
3800
4200
5000
600
700
900
1000
1200
1400
1800
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1500
1800
2200
2700
2900
1100
1400
1700
1900
2200
2700
3400
4000
4300
900
1200
1400
1600
1900
2300
2800
3400
3700
4100
5000
500
700
800
900
1100
1400
1700
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1400
1700
2200
2600
2900
1100
1400
1600
1900
2200
2700
3300
4000
4300
900
1200
1400
1600
1800
2200
2800
3300
3700
4100
4900
500
700
800
900
1100
1300
1700
1000
1300
1500
1700
2000
2400
2900
700
900
1000
1200
1400
1700
2100
2500
2800
1100
1400
1600
1900
2200
2600
3300
3900
4200
900
1200
1400
1500
1800
2200
2800
3300
3600
4100
4900
113
Bearers-
RLW - refer page 5
ALL
WIND ZONES
double storeyheavy tile roofwith ceilingcontinuous span-
Upper Floor Joists
Upper Floor
Top Plate
Load Bearing Wall
Floor Span (FS)
FLW 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
FS
FLW = 2
Bearer
Span
Floor Span (FS)
FLW 1
For design limitations refer page 115
For calculation example refer page 13
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
1200
1200
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
800
1000
1200
1300
1600
1900
2300
1100
1500
1700
1900
2300
2700
3400
900
1200
1400
1500
1800
2200
2700
3100
3300
1200
1600
1800
2100
2400
2900
3600
4200
4500
1100
1400
1600
1800
2200
2600
3300
3800
4100
4600
5500
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1800
2200
2600
3300
800
1100
1300
1500
1700
2100
2500
2900
3100
1200
1500
1800
2000
2400
2800
3500
4100
4400
1000
1300
1500
1700
2000
2500
3100
3700
4000
4500
5300
600
800
900
1000
1200
1500
1900
1000
1300
1500
1800
2100
2500
3100
800
1000
1200
1300
1600
1900
2400
2800
3000
1100
1500
1700
1900
2300
2700
3400
4000
4300
900
1200
1400
1600
1900
2300
2900
3500
3800
4300
5100
200mm
250mm
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
1000
1300
1500
1700
2000
2300
2700
1300
1700
1900
2200
2600
3100
3800
1100
1400
1600
1900
2200
2700
3200
3600
3900
1400
1800
2100
2400
2800
3400
4000
4600
5000
1200
1600
1800
2100
2500
3000
3700
4200
4600
5100
6300
900
1200
1400
1500
1800
2100
2500
1200
1600
1800
2100
2500
3000
3700
1000
1300
1500
1700
2100
2500
3000
3400
3600
1300
1700
2000
2300
2700
3200
3900
4500
4800
1200
1500
1800
2000
2400
2800
3600
4100
4400
4900
6000
800
1100
1300
1400
1700
2000
2400
1200
1500
1800
2000
2400
2800
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1300
1600
1900
2200
2500
3100
3800
4300
4700
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5700
Minimum bearing lengths at central support
114
700
1000
1100
1300
1500
1800
2300
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2200
2600
3000
3200
1200
1600
1800
2100
2500
3000
3700
4200
4500
1000
1400
1600
1800
2100
2600
3200
3800
4200
4600
5400
45mm
600
900
1000
1100
1300
1600
2000
1100
1400
1600
1800
2100
2600
3200
800
1100
1200
1400
1700
2000
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4400
1000
1300
1500
1700
2000
2400
3000
3600
3900
4400
5200
75mm
900
1100
1300
1500
1800
2100
2500
1200
1600
1800
2100
2400
2900
3700
1000
1300
1500
1700
2000
2400
2900
3300
3500
1300
1700
2000
2200
2600
3200
3900
4400
4800
1100
1500
1700
2000
2300
2800
3500
4100
4400
4900
5900
100mm
800
1100
1300
1400
1700
2000
2400
1100
1500
1700
2000
2300
2800
3500
900
1200
1400
1600
1900
2300
2800
3200
3400
1200
1600
1900
2100
2500
3000
3700
4300
4700
1100
1400
1700
1900
2200
2700
3400
3900
4300
4700
5700
150mm
300mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
1200
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
700
1000
1100
1300
1500
1800
2300
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2100
2600
3000
3200
1200
1600
1900
2100
2500
3000
3700
4200
4600
1000
1400
1600
1800
2100
2600
3200
3800
4200
4600
5400
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4500
1000
1300
1500
1700
2000
2500
3100
3700
4000
4500
5300
600
800
1000
1100
1300
1600
2000
1000
1400
1600
1800
2100
2500
3200
800
1000
1200
1400
1600
2000
2500
2900
3100
1100
1500
1700
2000
2300
2800
3500
4000
4400
1000
1300
1500
1700
2000
2400
3000
3600
3900
4300
5200
600
800
900
1000
1200
1500
1800
1000
1300
1500
1700
2000
2500
3100
700
1000
1100
1300
1500
1800
2300
2800
3000
1100
1400
1700
1900
2300
2700
3400
3900
4300
900
1200
1400
1600
1900
2300
2900
3400
3800
4200
5000
500
700
800
1000
1100
1400
1700
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1400
1700
2200
2600
2900
1100
1400
1600
1900
2200
2600
3300
3900
4200
900
1200
1400
1600
1900
2200
2800
3400
3700
4100
4900
115
Bearers-
RLW - refer page 5
ALL
WIND ZONES
double storeyheavy tile roofwith ceilingcontinuous span-
Upper Floor Joists
Upper Floor
Top Plate
Load Bearing Wall
Floor Span (FS)
FLW 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
FS
FLW = 2
Bearer
Span
Floor Span (FS)
FLW 1
For design limitations refer page 117
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
2400
2400
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2600
2900
3200
1200
1500
1800
2000
2400
2800
3600
4100
4400
1000
1300
1500
1700
2000
2500
3100
3700
4000
4500
5300
600
800
1000
1100
1300
1600
1900
1000
1400
1600
1800
2100
2500
3200
800
1000
1200
1400
1600
1900
2400
2800
3100
1100
1500
1700
1900
2300
2800
3400
4000
4300
1000
1300
1500
1700
2000
2400
3000
3500
3900
4300
5100
600
700
900
1000
1200
1400
1800
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1500
1800
2200
2700
2900
1100
1400
1700
1900
2200
2700
3400
3900
4200
900
1200
1400
1600
1900
2300
2800
3400
3700
4200
5000
200mm
250mm
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
900
1200
1400
1600
1900
2200
2600
1200
1600
1800
2100
2500
3000
3700
1000
1300
1600
1800
2100
2500
3000
3400
3700
1300
1700
2000
2300
2700
3200
3900
4500
4800
1200
1500
1800
2000
2400
2800
3600
4100
4400
4900
6100
800
1100
1300
1500
1700
2100
2400
1200
1500
1800
2000
2400
2900
3600
1000
1300
1500
1700
2000
2300
2900
3300
3500
1300
1600
1900
2200
2600
3100
3800
4300
4700
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5800
800
1000
1200
1300
1600
1900
2300
1100
1500
1700
1900
2300
2700
3400
900
1200
1400
1500
1800
2200
2700
3100
3300
1200
1600
1800
2100
2500
3000
3700
4200
4600
1100
1400
1600
1800
2200
2600
3300
3800
4200
4600
5500
Minimum bearing lengths at central support
116
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4400
1000
1300
1500
1700
2000
2500
3100
3700
4000
4500
5300
45mm
600
800
900
1000
1200
1500
1900
1000
1300
1500
1800
2100
2500
3100
800
1000
1200
1300
1600
1900
2400
2800
3000
1100
1500
1700
1900
2300
2800
3500
4000
4300
900
1200
1400
1600
1900
2300
2900
3500
3800
4300
5100
75mm
800
1000
1200
1400
1600
2000
2300
1200
1500
1800
2000
2300
2800
3500
900
1200
1400
1600
1900
2200
2700
3100
3400
1200
1600
1900
2100
2500
3000
3700
4300
4700
1100
1400
1600
1900
2200
2700
3300
3900
4300
4700
5600
100mm
700
1000
1100
1300
1500
1800
2300
1100
1500
1700
1900
2300
2700
3400
900
1100
1300
1500
1800
2200
2600
3000
3300
1200
1600
1800
2100
2400
2900
3600
4200
4500
1000
1400
1600
1800
2100
2600
3200
3800
4100
4600
5400
150mm
300mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
2400
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
600
800
1000
1100
1300
1600
2000
1000
1400
1600
1800
2100
2600
3200
800
1100
1200
1400
1700
2000
2500
2900
3100
1200
1500
1800
2000
2400
2900
3600
4100
4500
1000
1300
1500
1700
2000
2400
3000
3600
3900
4400
5200
600
800
900
1000
1200
1500
1900
1000
1300
1500
1800
2100
2500
3100
800
1000
1200
1300
1600
1900
2400
2800
3000
1100
1500
1700
2000
2300
2800
3500
4000
4400
900
1200
1400
1600
1900
2300
2900
3500
3800
4300
5100
600
700
900
1000
1200
1400
1800
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1500
1800
2200
2700
2900
1100
1400
1700
1900
2300
2700
3400
4000
4300
900
1200
1400
1600
1900
2300
2800
3400
3700
4200
5000
500
700
800
900
1100
1300
1700
1000
1300
1500
1700
2000
2400
2900
700
900
1000
1200
1400
1700
2100
2500
2800
1100
1400
1600
1900
2200
2600
3300
3900
4200
900
1200
1400
1500
1800
2200
2800
3300
3600
4100
4900
500
700
800
900
1000
1300
1600
900
1200
1400
1600
1900
2300
2900
600
800
1000
1100
1300
1600
2000
2400
2700
1000
1400
1600
1800
2100
2600
3200
3800
4100
900
1100
1300
1500
1800
2100
2700
3200
3500
4000
4800
117
Bearers-
RLW - refer page 5
ALL
WIND ZONES
double storeyheavy tile roofwith ceilingcontinuous span-
Upper Floor Joists
Upper Floor
Top Plate
Load Bearing Wall
Floor Span (FS)
FLW 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
FS
FLW = 2
Bearer
Span
Floor Span (FS)
FLW 1
For design limitations refer page 119
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW1 (mm)
1200
2400
FLW2 (mm)
3600
3600
RLW (mm)
1500
3000
4500
6000
7500
1500
3000
4500
6000
7500
600
800
900
1000
1200
1500
1900
1000
1300
1500
1700
2100
2500
3100
800
1000
1200
1300
1600
1900
2300
2800
3000
1100
1500
1700
1900
2300
2700
3400
4000
4300
900
1200
1400
1600
1900
2300
2900
3500
3800
4300
5100
600
700
900
1000
1200
1400
1800
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1500
1800
2200
2700
2900
1100
1400
1600
1900
2200
2700
3300
3900
4200
900
1200
1400
1600
1900
2300
2800
3400
3700
4100
5000
500
700
800
900
1100
1300
1600
900
1200
1400
1600
1900
2300
2900
700
900
1000
1100
1300
1600
2000
2500
2700
1100
1400
1600
1800
2200
2600
3300
3800
4100
900
1200
1300
1500
1800
2200
2700
3300
3600
4000
4800
200mm
250mm
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
800
1100
1300
1400
1700
2000
2400
1200
1500
1800
2000
2400
2800
3600
900
1200
1400
1600
1900
2300
2800
3200
3400
1200
1600
1900
2200
2500
3100
3800
4300
4700
1100
1400
1700
1900
2300
2700
3400
3900
4300
4700
5700
800
1000
1200
1300
1600
1900
2300
1100
1500
1700
1900
2300
2700
3400
900
1200
1400
1600
1800
2200
2700
3100
3300
1200
1600
1800
2100
2400
2900
3700
4200
4500
1100
1400
1600
1800
2200
2600
3300
3800
4200
4600
5500
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2600
3300
800
1100
1300
1500
1700
2100
2600
2900
3200
1200
1500
1800
2000
2400
2800
3600
4100
4400
1000
1300
1500
1700
2100
2500
3100
3700
4000
4500
5300
Minimum bearing lengths at central support
118
600
800
900
1100
1300
1500
1900
1000
1300
1600
1800
2100
2500
3100
800
1000
1200
1300
1600
1900
2400
2800
3000
1100
1500
1700
1900
2300
2800
3500
4000
4300
1000
1200
1400
1600
1900
2300
2900
3500
3800
4300
5100
45mm
500
700
800
1000
1100
1400
1700
1000
1300
1500
1700
2000
2400
3000
700
900
1100
1200
1400
1700
2200
2600
2900
1100
1400
1700
1900
2200
2700
3400
3900
4200
900
1200
1400
1600
1900
2200
2800
3400
3700
4100
4900
75mm
700
900
1000
1200
1400
1700
2100
1100
1400
1600
1900
2200
2700
3300
800
1100
1300
1500
1700
2100
2600
3000
3200
1200
1600
1800
2100
2400
2900
3600
4200
4500
1000
1300
1500
1700
2100
2500
3100
3700
4100
4500
5300
100mm
600
800
1000
1100
1300
1600
2000
1000
1400
1600
1800
2100
2600
3200
800
1100
1200
1400
1700
2000
2500
2900
3100
1100
1500
1700
2000
2300
2800
3500
4100
4400
1000
1300
1500
1700
2000
2400
3000
3600
3900
4400
5200
150mm
300mm
BearersFloor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of 600mm
centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the tables for floor joists supporting concentrated loads from load
bearing walls.
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW1 (mm)
3600
FLW2 (mm)
3600
RLW (mm)
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
100x36
130x36
150x36
170x36
200x36
240x36
300x36
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
100x45
130x45
150x45
170x45
200x45
240x45
300x45
360x45
400x45
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
100x63
130x63
150x63
170x63
200x63
240x63
300x63
360x63
400x63
460x63
610x63
Continuous Span
600
800
900
1000
1200
1400
1800
1000
1300
1500
1700
2000
2400
3100
700
1000
1100
1300
1500
1800
2300
2700
3000
1100
1500
1700
1900
2300
2700
3400
4000
4400
900
1200
1400
1600
1900
2300
2900
3400
3700
4200
5000
500
700
800
900
1100
1300
1700
1000
1300
1500
1700
2000
2400
3000
700
900
1000
1200
1400
1700
2100
2600
2800
1100
1400
1600
1900
2200
2600
3300
3900
4300
900
1200
1400
1600
1800
2200
2800
3300
3600
4100
4900
500
700
800
900
1000
1300
1600
900
1200
1400
1600
1900
2300
2900
600
800
1000
1100
1300
1600
2000
2400
2700
1000
1400
1600
1800
2100
2600
3200
3900
4200
900
1100
1300
1500
1800
2100
2700
3200
3600
4000
4800
500
600
700
800
1000
1200
1500
900
1200
1400
1600
1900
2200
2800
600
800
900
1100
1300
1500
1900
2300
2500
1000
1300
1600
1800
2100
2500
3100
3800
4100
800
1100
1300
1500
1700
2100
2600
3100
3500
3900
4700
400
600
700
800
900
1100
1400
900
1200
1300
1500
1800
2200
2700
600
800
900
1000
1200
1400
1800
2200
2400
1000
1300
1500
1700
2000
2400
3100
3700
4000
800
1100
1300
1400
1700
2000
2500
3100
3400
3800
4600
119
Floor Joist
Bearers for
Pole Frame
Construction-
Bearer Span
supporting floor joists onlywithout ceilingsingle spanDesign Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For calculation example refer page 13
Floor dead load - without ceiling - 30kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Single Span
1800
2400
2700
3100
3600
4100
4900
2000
2500
2900
3300
3800
4400
5100
5900
6300
2200
2800
3300
3700
4100
4700
5500
6300
6800
7500
9100
1600
2000
2300
2700
3100
3700
4400
1700
2200
2500
2900
3400
3900
4600
5300
5700
1900
2400
2800
3200
3700
4200
5000
5700
6100
6800
8300
Minimum bearing lengths at supports
1400
1800
2100
2400
2800
3400
4000
1500
2000
2300
2600
3000
3600
4300
4900
5300
1700
2200
2500
2900
3400
3900
4600
5300
5700
6300
7700
45mm
1300
1700
1900
2200
2600
3100
3800
1400
1800
2100
2300
2800
3300
4000
4600
4900
1500
2000
2300
2600
3100
3700
4300
4900
5300
5900
7300
1200
1500
1800
2000
2400
2900
3600
1300
1600
1900
2200
2600
3100
3800
4300
4700
1400
1800
2100
2400
2900
3400
4100
4700
5100
5600
6900
1100
1400
1700
1900
2200
2700
3300
1200
1500
1800
2000
2400
2900
3600
4100
4500
1300
1700
2000
2300
2700
3200
3900
4500
4800
5400
6600
1000
1300
1600
1800
2100
2500
3200
1100
1400
1700
1900
2300
2700
3400
3900
4300
1200
1600
1900
2100
2500
3000
3700
4300
4600
5100
6300
1000
1300
1500
1700
2000
2400
3000
1000
1400
1600
1800
2100
2600
3200
3800
4100
1200
1500
1800
2000
2400
2900
3600
4100
4500
4900
6100
900
1200
1400
1600
1900
2300
2800
1000
1300
1500
1700
2000
2400
3100
3700
4000
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5900
75mm
Floor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of
600mm centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for floor joists supporting concentrated loads from load
bearing walls.
Bearing at Supports - For typical support details and general notes, refer to page 6.
Equal Loading - The spans given in the above tables assumes that both members are equally loaded.
120
Bearers for
Pole Frame
Constructionsupporting floor joists onlywith ceilingsingle spanDesign Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For design limitations refer page 120
Floor dead load - with ceiling - 40kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Single Span
1800
2300
2600
3000
3500
4000
4800
1900
2500
2800
3200
3700
4300
5000
5700
6200
2100
2700
3200
3600
4000
4600
5400
6200
6600
7300
8900
1500
2000
2300
2600
3000
3600
4300
1600
2100
2500
2800
3300
3800
4500
5200
5600
1800
2400
2700
3100
3600
4100
4900
5600
6000
6700
8200
Minimum bearing lengths at supports
1300
1800
2000
2300
2700
3300
4000
1500
1900
2200
2500
2900
3500
4200
4800
5200
1600
2100
2500
2800
3300
3800
4500
5200
5600
6200
7600
45mm
1200
1600
1900
2100
2500
3000
3700
1300
1700
2000
2300
2700
3200
3900
4500
4800
1500
1900
2200
2500
3000
3600
4200
4900
5200
5800
7200
1100
1500
1700
2000
2300
2800
3500
1200
1600
1900
2100
2500
3000
3700
4200
4600
1400
1800
2100
2400
2800
3300
4000
4600
5000
5500
6800
1100
1400
1600
1800
2200
2600
3300
1100
1500
1700
2000
2300
2800
3500
4000
4400
1300
1700
1900
2200
2600
3100
3800
4400
4700
5300
6500
1000
1300
1500
1700
2000
2500
3100
1100
1400
1600
1900
2200
2600
3300
3900
4200
1200
1600
1800
2100
2500
3000
3700
4200
4500
5000
6200
900
1200
1400
1600
1900
2300
2900
1000
1300
1600
1800
2100
2500
3100
3700
4000
1100
1500
1700
2000
2300
2800
3500
4000
4400
4900
6000
900
1200
1400
1600
1800
2200
2800
1000
1300
1500
1700
2000
2400
3000
3600
3900
1100
1400
1700
1900
2200
2700
3400
3900
4200
4700
5800
75mm
121
Floor Joist
Bearers for
Pole Frame
Construction-
Bearer Span
supporting floor joists onlywithout ceilingcontinuous span-
Bearer Span
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For calculation example refer page 13
Floor dead load - without ceiling - 30kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Continuous Span
2400
3200
3600
4000
4500
5200
5800
2600
3400
3800
4200
4800
5400
6400
7300
7900
2900
3700
4200
4600
5100
5900
6900
7800
8500
9300
11300
2100
2700
3200
3600
4000
4500
5000
2300
2900
3400
3800
4300
4900
5800
6600
6900
2500
3300
3700
4100
4600
5300
6200
7100
7700
8500
10400
Minimum bearing lengths at central support
1900
2400
2800
3200
3600
4000
4500
2000
2600
3000
3500
3900
4500
5300
5900
6200
2300
2900
3400
3800
4300
4900
5800
6600
7100
7900
9600
45mm
1700
2200
2600
2900
3300
3700
4100
1800
2400
2800
3200
3700
4200
5000
5500
5700
2100
2700
3100
3500
4000
4600
5400
6200
6700
7400
9100
75mm
1500
2000
2300
2600
3000
3400
3800
1700
2200
2600
2900
3400
4000
4600
5100
5300
1900
2500
2900
3300
3800
4300
5100
5800
6300
7000
8600
1400
1800
2100
2400
2800
3100
3600
1600
2100
2400
2700
3200
3700
4300
4800
5000
1800
2300
2700
3100
3600
4100
4900
5600
6000
6700
8100
100mm
1300
1700
2000
2200
2600
2900
3400
1500
1900
2200
2500
2900
3400
4100
4500
4700
1700
2200
2500
2900
3400
3900
4700
5300
5800
6400
7700
1200
1600
1800
2100
2400
2800
3200
1400
1800
2100
2300
2700
3200
3800
4300
4500
1600
2100
2400
2700
3200
3800
4500
5100
5600
6200
7300
1100
1500
1700
1900
2300
2600
3000
1300
1700
1900
2200
2600
3100
3600
4100
4300
1500
2000
2300
2600
3100
3700
4300
5000
5400
6000
7000
150mm
Floor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of
600mm centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for floor joists supporting concentrated loads from load
bearing walls.
Bearing at Supports - For typical support details and general notes, refer to page 6.
Equal Loading - The spans given in the above tables assumes that both members are equally loaded.
122
Bearers for
Pole Frame
Constructionsupporting floor joists onlywith ceilingcontinuous spanDesign Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For design limitations refer page 122
Floor dead load - with ceiling - 40kg/m2
FLW (mm)
1200
1800
2400
3000
3600
Member Size
4800
5400
NelsonPine LVL 400x63
4200
6000
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Continuous Span
2400
3100
3600
3900
4400
5100
5700
2600
3300
3800
4100
4700
5300
6300
7200
7700
2900
3700
4100
4500
5000
5700
6800
7700
8300
9200
11100
2000
2700
3100
3500
4000
4500
4900
2200
2900
3300
3700
4200
4800
5600
6500
6800
2500
3200
3700
4000
4500
5200
6100
7000
7500
8300
10200
Minimum bearing lengths at central support
1800
2400
2800
3100
3600
4000
4400
2000
2600
3000
3400
3800
4400
5200
5900
6100
2200
2900
3300
3700
4200
4800
5600
6500
7000
7700
9500
45mm
1700
2200
2500
2800
3200
3600
4000
1800
2300
2700
3100
3600
4100
4900
5400
5600
2000
2600
3000
3400
3900
4500
5300
6100
6600
7300
8900
75mm
1500
2000
2300
2600
2900
3300
3800
1700
2200
2500
2800
3400
3900
4600
5000
5200
1900
2400
2800
3200
3700
4200
5000
5700
6200
6900
8500
100mm
1400
1800
2100
2400
2700
3100
3500
1500
2000
2300
2700
3100
3600
4300
4700
4900
1700
2300
2600
3000
3500
4000
4800
5500
5900
6600
8000
1300
1700
1900
2200
2500
2900
3300
1400
1900
2200
2500
2900
3400
4000
4400
4700
1600
2100
2500
2800
3300
3900
4600
5200
5700
6300
7600
1200
1600
1800
2000
2400
2700
3200
1300
1700
2000
2300
2700
3200
3800
4200
4400
1600
2000
2400
2700
3100
3700
4400
5100
5500
6100
7200
1100
1500
1700
1900
2200
2600
3000
1200
1600
1900
2100
2500
3000
3600
4000
4200
1500
1900
2200
2500
3000
3600
4300
4900
5300
5900
6900
150mm
123
Bearers for ALL
Pole Frame
Construction-
RLW - refer page 5
WIND ZONES
Load Bearing Wall
Bottom Plate
Floor Joist
single storeylight sheet roofwith ceilingsingle span-
Bearer Span
Floor Span (FS)
FS
FLW = 2
Single or Upper
Storey Bearer
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For calculation example refer page 13
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
1000
1300
1500
1700
2000
2400
3100
1100
1400
1600
1900
2200
2600
3300
3900
4200
1200
1600
1800
2100
2500
3000
3700
4200
4500
5000
6200
1000
1300
1500
1700
2000
2400
3000
1000
1400
1600
1800
2100
2600
3200
3800
4100
1200
1500
1800
2000
2400
2900
3600
4100
4500
4900
6100
900
1200
1400
1600
1900
2300
2900
1000
1300
1600
1800
2100
2500
3100
3700
4000
1100
1500
1700
2000
2300
2800
3500
4000
4400
4900
6000
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Single Span
1200
1600
1800
2000
2400
2900
3600
1300
1700
1900
2200
2600
3100
3800
4400
4700
1400
1900
2200
2500
2900
3500
4100
4700
5100
5700
7000
1100
1500
1700
2000
2300
2800
3500
1200
1600
1900
2100
2500
3000
3700
4200
4600
1400
1800
2100
2400
2800
3300
4000
4600
5000
5500
6800
1100
1400
1700
1900
2200
2700
3300
1200
1500
1800
2000
2400
2900
3600
4100
4500
1300
1700
2000
2300
2700
3200
3900
4500
4800
5400
6600
Minimum bearing lengths at central support
1000
1400
1600
1800
2100
2600
3200
1100
1500
1700
2000
2300
2800
3500
4000
4300
1300
1700
1900
2200
2600
3100
3800
4400
4700
5200
6400
1000
1300
1500
1800
2100
2500
3100
1100
1400
1700
1900
2200
2700
3400
3900
4200
1200
1600
1900
2100
2500
3000
3700
4300
4600
5100
6300
1100
1400
1600
1800
2200
2600
3300
1100
1500
1700
2000
2300
2800
3500
4000
4400
1300
1700
1900
2200
2600
3100
3800
4400
4700
5300
6500
1000
1300
1600
1800
2100
2500
3200
1100
1500
1700
1900
2300
2700
3400
3900
4300
1200
1600
1900
2100
2500
3000
3700
4300
4600
5100
6300
45mm
Floor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of
600mm centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for floor joists supporting concentrated loads from load
bearing walls.
Bearing at Supports - For typical support details and general notes, refer to page 6.
Equal Loading - The spans given in the above tables assumes that both members are equally loaded.
124
Bearers for ALL
Pole Frame
Construction-
WIND ZONES
For design limitations refer page 124
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Single Span
1000
1300
1500
1700
2000
2400
3000
1000
1400
1600
1800
2100
2600
3200
3800
4100
1200
1500
1800
2000
2400
2900
3600
4100
4400
4900
6100
900
1200
1400
1600
1900
2300
2900
1000
1300
1500
1800
2100
2500
3100
3700
4000
1100
1500
1700
2000
2300
2800
3500
4000
4400
4800
6000
900
1200
1400
1600
1900
2300
2800
1000
1300
1500
1700
2000
2400
3100
3600
3900
1100
1500
1700
1900
2300
2700
3400
4000
4300
4800
5900
900
1200
1400
1600
1800
2200
2800
1000
1300
1500
1700
2000
2400
3000
3600
3900
1100
1400
1700
1900
2200
2700
3300
3900
4200
4700
5800
900
1200
1300
1500
1800
2200
2700
900
1200
1400
1600
1900
2300
2900
3500
3800
1100
1400
1600
1800
2200
2600
3300
3800
4200
4600
5700
125
Bearers for ALL
Pole Frame
Construction-
RLW - refer page 5
WIND ZONES
Load Bearing Wall
Bottom Plate
Floor Joist
single storeyheavy tile roofwith ceilingsingle span-
Bearer Span
Floor Span (FS)
FS
FLW = 2
Single or Upper
Storey Bearer
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For calculation example refer page 13
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
900
1200
1400
1600
1900
2200
2800
1000
1300
1500
1700
2000
2400
3000
3600
3900
1100
1400
1700
1900
2200
2700
3400
3900
4200
4700
5800
900
1100
1300
1500
1800
2100
2700
900
1200
1400
1600
1900
2300
2900
3500
3800
1000
1400
1600
1800
2100
2600
3200
3800
4100
4600
5600
800
1100
1300
1400
1700
2100
2600
900
1200
1400
1600
1800
2200
2800
3300
3700
1000
1300
1500
1700
2100
2500
3100
3700
4000
4400
5500
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Single Span
1100
1500
1700
1900
2300
2700
3400
1200
1600
1800
2100
2500
3000
3700
4200
4500
1400
1800
2100
2300
2700
3300
4000
4600
4900
5500
6700
1000
1400
1600
1800
2100
2500
3200
1100
1500
1700
1900
2300
2700
3400
4000
4300
1300
1600
1900
2200
2500
3100
3800
4300
4700
5200
6400
1000
1300
1500
1700
2000
2400
3000
1000
1400
1600
1800
2100
2600
3200
3800
4100
1200
1500
1800
2000
2400
2900
3600
4100
4400
4900
6100
Minimum bearing lengths at central support
900
1200
1400
1600
1900
2300
2800
1000
1300
1500
1700
2000
2400
3100
3600
3900
1100
1500
1700
1900
2300
2700
3400
4000
4300
4700
5900
45mm
900
1100
1300
1500
1800
2200
2700
900
1200
1400
1600
1900
2300
2900
3500
3800
1100
1400
1600
1800
2200
2600
3300
3800
4100
4600
5700
1000
1300
1500
1800
2100
2500
3100
1100
1400
1700
1900
2200
2700
3400
3900
4200
1200
1600
1900
2100
2500
3000
3700
4300
4600
5100
6300
1000
1300
1500
1700
2000
2400
3000
1000
1400
1600
1800
2100
2500
3200
3700
4100
1200
1500
1800
2000
2400
2800
3600
4100
4400
4900
6000
75mm
Floor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of
600mm centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for floor joists supporting concentrated loads from load
bearing walls.
Bearing at Supports - For typical support details and general notes, refer to page 6.
Equal Loading - The spans given in the above tables assumes that both members are equally loaded.
126
Bearers for ALL
Pole Frame
Construction-
WIND ZONES
For design limitations refer page 126
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Single Span
900
1200
1400
1600
1900
2300
2900
1000
1300
1500
1700
2100
2500
3100
3700
4000
1100
1500
1700
2000
2300
2800
3500
4000
4300
4800
5900
900
1200
1400
1500
1800
2200
2700
1000
1300
1500
1700
2000
2400
3000
3600
3900
1100
1400
1600
1900
2200
2600
3300
3900
4200
4600
5700
800
1100
1300
1500
1700
2100
2600
900
1200
1400
1600
1900
2300
2800
3400
3700
1000
1400
1600
1800
2100
2500
3200
3700
4100
4500
5600
800
1100
1200
1400
1700
2000
2500
900
1200
1300
1500
1800
2200
2700
3300
3600
1000
1300
1500
1700
2000
2400
3100
3600
3900
4400
5400
800
1000
1200
1400
1600
2000
2500
800
1100
1300
1500
1700
2100
2600
3200
3500
1000
1300
1500
1700
2000
2400
3000
3600
3800
4300
5300
127
Bearers for
Pole Frame
Construction-
RLW - refer page 5
ALL
WIND ZONES
single storeylight sheet roofwith ceilingcontinuous span-
Load Bearing Wall
Bottom Plate
Floor Joist
Bearer Span
Floor Span (FS)
Single or Upper
Storey Bearer
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For calculation example refer page 13
Light sheet roof - with ceiling - 40kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
1300
1800
2000
2300
2700
3300
3700
1500
1900
2200
2500
3000
3600
4200
4800
5100
1600
2100
2500
2800
3300
3900
4600
5200
5700
6300
7800
1300
1700
2000
2300
2700
3200
3600
1400
1900
2100
2400
2900
3500
4100
4700
5000
1600
2100
2400
2700
3200
3800
4500
5100
5600
6200
7600
1300
1700
1900
2200
2600
3100
3500
1400
1800
2100
2400
2800
3400
4000
4600
4900
1600
2000
2300
2700
3100
3700
4400
5000
5500
6100
7500
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Continuous Span
1600
2100
2400
2800
3200
3800
4500
1700
2300
2600
3000
3500
4000
4800
5500
5900
1900
2500
2900
3300
3800
4400
5200
5900
6400
7100
8700
1500
2000
2300
2600
3100
3700
4300
1700
2200
2500
2800
3300
3900
4600
5300
5700
1900
2400
2800
3200
3700
4200
5000
5700
6200
6900
8500
1500
1900
2200
2500
3000
3600
4100
1600
2100
2400
2700
3200
3800
4500
5100
5600
1800
2300
2700
3100
3600
4100
4900
5600
6000
6700
8200
Minimum bearing lengths at central support
1400
1900
2200
2500
2900
3500
4000
1500
2000
2300
2600
3100
3700
4400
5000
5400
1700
2300
2600
3000
3500
4000
4700
5400
5900
6500
8000
45mm
1400
1800
2100
2400
2800
3300
3700
1500
1900
2300
2600
3000
3600
4300
4900
5200
1700
2200
2500
2900
3400
3900
4600
5300
5800
6400
7900
75mm
1400
1900
2200
2500
2900
3400
3800
1600
2000
2300
2700
3100
3700
4400
5000
5400
1700
2300
2600
3000
3500
4000
4800
5500
5900
6600
8100
100mm
1400
1800
2100
2400
2800
3300
3800
1500
2000
2300
2600
3000
3600
4300
4900
5200
1700
2200
2500
2900
3400
3900
4700
5300
5800
6400
7900
150mm
Floor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of
600mm centres.
Continuous Spans - For spans which are continuous over two unequal spans, the member is to be sized in accordance with the
description given on page 5.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for floor joists supporting concentrated loads from load
bearing walls.
Bearing at Supports - For typical support details and general notes, refer to page 6.
Equal Loading - The spans given in the above tables assumes that both members are equally loaded.
128
Bearers for ALL
Pole Frame
Construction-
WIND ZONES
For design limitations refer page 128
Light sheet roof - 40kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Continuous Span
1300
1700
2000
2300
2600
3000
3400
1400
1800
2100
2400
2900
3400
4100
4500
4800
1600
2100
2400
2700
3200
3800
4500
5100
5500
6100
7600
1300
1700
1900
2200
2600
2900
3300
1400
1800
2100
2400
2800
3400
4000
4500
4700
1500
2000
2300
2700
3100
3700
4400
5000
5400
6000
7400
1200
1600
1900
2100
2500
2900
3300
1300
1800
2000
2300
2700
3300
4000
4400
4600
1500
2000
2300
2600
3100
3600
4300
4900
5300
5900
7300
1200
1600
1800
2100
2500
2800
3200
1300
1700
2000
2300
2700
3200
3900
4300
4600
1500
1900
2200
2500
3000
3600
4200
4900
5300
5800
7200
1200
1600
1800
2100
2400
2800
3200
1300
1700
2000
2200
2600
3200
3800
4300
4500
1400
1900
2200
2500
2900
3500
4200
4800
5200
5800
7100
129
Bearers for
Pole Frame
Construction-
RLW - refer page 5
ALL
WIND ZONES
single storeyheavy tile roofwith ceilingcontinuous span-
Load Bearing Wall
Bottom Plate
Floor Joist
Bearer Span
Floor Span (FS)
Single or Upper
Storey Bearer
FS
FLW = 2
Design Deflection Limits
Dead Load - Span/300 or 12mm max
Live Load - Span/360 or 9mm max
For calculation example refer page 13
Heavy tile roof - with ceiling - 90kg/m2
Floor dead load - maximum - 40kg/m2
FLW (mm)
RLW (mm)
1200
1500
3000
4500
2400
6000
7500
1500
3000
4500
6000
7500
1200
1600
1900
2100
2500
3000
3400
1300
1700
2000
2300
2700
3200
3900
4500
4800
1500
1900
2300
2600
3000
3600
4300
4900
5300
5900
7300
1200
1500
1800
2000
2400
2800
3300
1300
1700
1900
2200
2600
3100
3800
4300
4600
1400
1900
2200
2400
2900
3500
4100
4700
5100
5700
7000
1100
1500
1700
1900
2300
2700
3100
1200
1600
1800
2100
2500
3000
3700
4100
4300
1400
1800
2100
2400
2800
3300
4000
4600
5000
5500
6800
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Continuous Span
1500
2000
2300
2600
3100
3700
4300
1600
2100
2500
2800
3300
3900
4600
5200
5700
1800
2400
2800
3100
3700
4200
5000
5700
6200
6800
8400
1400
1800
2100
2400
2800
3400
3900
1500
2000
2300
2600
3100
3600
4300
5000
5400
1700
2200
2600
2900
3400
4000
4700
5400
5800
6500
8000
1300
1700
2000
2300
2700
3200
3600
1400
1900
2100
2400
2900
3500
4100
4700
5000
1600
2100
2400
2700
3200
3800
4500
5100
5600
6200
7600
Minimum bearing lengths at central support
1200
1600
1900
2100
2500
3000
3400
1300
1800
2000
2300
2700
3300
4000
4500
4700
1500
2000
2300
2600
3100
3600
4300
4900
5300
5900
7300
45mm
1200
1600
1800
2000
2400
2800
3200
1300
1700
1900
2200
2600
3100
3800
4300
4500
1400
1900
2200
2500
2900
3500
4200
4800
5200
5700
7100
75mm
1400
1800
2100
2400
2800
3300
3700
1500
1900
2300
2600
3000
3600
4300
4900
5200
1700
2200
2500
2900
3400
3900
4600
5300
5800
6400
7900
100mm
1300
1700
2000
2200
2600
3100
3600
1400
1800
2100
2400
2800
3400
4100
4700
5000
1600
2100
2400
2700
3200
3800
4400
5100
5500
6100
7500
150mm
Floor Joist Spacing - The tables have been designed assuming the supported floor joists are spaced at a maximum of
600mm centres.
Minimum Bearing Lengths - Minimum bearing lengths should be provided in accordance with the description given on page 7.
Concentrated Loads - No allowance has been made in the above tables for floor joists supporting concentrated loads from load
bearing walls.
Bearing at Supports - For typical support details and general notes, refer to page 6.
Equal Loading - The spans given in the above tables assumes that both members are equally loaded.
130
Bearers for ALL
Pole Frame
Construction-
WIND ZONES
For design limitations refer page 130
Heavy tile roof - 90kg/m2
Floor dead load - max - 40kg/m2
FLW (mm)
RLW (mm)
3600
1500
3000
4500
6000
7500
Maximum Bearer Span (mm)
DxB (mm)
2/100x36
2/130x36
2/150x36
2/170x36
2/200x36
2/240x36
2/300x36
2/100x45
2/130x45
2/150x45
2/170x45
2/200x45
2/240x45
2/300x45
2/360x45
2/400x45
2/100x63
2/130x63
2/150x63
2/170x63
2/200x63
2/240x63
2/300x63
2/360x63
2/400x63
2/460x63
2/610x63
Continuous Span
1300
1700
1900
2200
2500
2900
3300
1400
1800
2100
2400
2800
3300
4000
4500
4700
1500
2000
2300
2600
3100
3700
4400
5000
5400
6000
7400
1200
1600
1800
2100
2400
2800
3200
1300
1700
2000
2200
2600
3200
3900
4300
4500
1500
1900
2200
2500
3000
3600
4200
4800
5200
5800
7200
1200
1500
1800
2000
2300
2700
3100
1200
1600
1900
2100
2500
3100
3700
4200
4400
1400
1800
2100
2400
2800
3400
4100
4700
5100
5600
6900
1100
1500
1700
1900
2200
2600
3000
1200
1600
1800
2100
2400
2900
3600
4000
4300
1300
1800
2000
2300
2700
3300
4000
4600
4900
5500
6800
1100
1400
1600
1900
2200
2500
2900
1200
1500
1800
2000
2400
2800
3500
3900
4100
1300
1700
2000
2200
2600
3200
3900
4400
4800
5300
6600
131
132
Lower Queen Street, Richmond
Nelson, New Zealand
PO Box 3049 Richmond, Nelson
Freephone 0800 800 438
Freefax 0508 674 329
NelsonPine and laminate device is a registered tradename and trademark of Nelson Pine Industries Ltd
CLAUDE 10992 DECEMBER 2003 NZ
Website: www.nelsonpine.co.nz
Email: LVL@nelsonpine.co.nz

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