National Design Specification for Wood Construction by -

By -

This 4 quantity set contains the code-recognized nationwide layout Specification (NDS) for wooden building (2012 variation) with remark and complement: layout Values for wooden building.

The 2012 wooden layout package deal brings jointly all required components for layout of wooden constructions in a single complete record. It comprises layout details and examples for wind and seismic stipulations, sawn lumber, structural glued laminated bushes, structural-use panels, shear partitions and diaphragms, poles and mounds, I-joists, structural composite lumber, structural connections (nails, bolts, screws), steel plate hooked up wooden trusses, and pre-engineered steel connectors. The wooden layout package deal additionally contains: 2008 specified layout Provisions for Wind and Seismic (SDPWS) with observation and ASD/LRFD guide for Engineered wooden development.

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National Design Specification for Wood Construction Supplement: Design Values for Wood Construction

This 4 quantity set contains the code-recognized nationwide layout Specification (NDS) for wooden building (2012 version) with remark and complement: layout Values for wooden building.

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Extra resources for National Design Specification for Wood Construction Supplement: Design Values for Wood Construction

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3. When individual species or species groups are combined, the design values to be used for the combination shall be the lowest design values for each individual species or species group for each design property. AMERICAN WOOD COUNCIL 2005 DESIGN VALUES FOR WOOD CONSTRUCTION – NDS SUPPLEMENT 37 Table 4B Adjustment Factors Appropriate size adjustment factors have already been incorporated in the tabulated design values for most thicknesses of Southern Pine and Mixed Southern Pine dimension lumber.

2005 REFERENCE DESIGN VALUES 40 Table 4C Adjustment Factors only to be used with the 2005 NDS® and Wood Structural Design Data Flat Use Factor, Cfu Bending design values adjusted by size factors are based on edgewise use (load applied to narrow face). 15, when such members are used as joists, truss chords, rafters, studs, planks, decking, or similar members which are in contact or spaced not more than 24" on center, are not less than 3 in number and are joined by floor, roof, or other load distributing elements adequate to support the design load.

2 1009 1092 5-1/2 in. 2) Ix (in. 3) 6-3/4 in. 46 AMERICAN FOREST & PAPER ASSOCIATION Y-Y Axis Iy (in. 2) Ix (in. 3) 8-1/2 in. 46 Y-Y Axis Iy (in. 2) Ix (in. 3) 10-1/2 in. 46 AMERICAN FOREST & PAPER ASSOCIATION Y-Y Axis Iy (in. ) 28 SECTION PROPERTIES AMERICAN WOOD COUNCIL only to be used with the 2005 NDS® and Wood Structural Design Data 2005 DESIGN VALUES FOR WOOD CONSTRUCTION – NDS SUPPLEMENT 29 REFERENCE DESIGN VALUES 4 Table 4A Reference Design Values for Visually Graded Dimension Lumber (2" - 4" thick) ...........................

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