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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