2012 Wood Design Package - including the National Design by -

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

The 2012 wooden layout package deal brings jointly all required parts for layout of wooden constructions in a single entire record. It contains layout info 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 comprises: 2008 certain layout Provisions for Wind and Seismic (SDPWS) with observation and ASD/LRFD guide for Engineered wooden development.

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Read Online or Download 2012 Wood Design Package - including the National Design Specification® for Wood Construction (NDS®) & NDS Supplement: Design Values for Wood Construction (4 volumes set) PDF

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Extra resources for 2012 Wood Design Package - including the National Design Specification® for Wood Construction (NDS®) & NDS Supplement: Design Values for Wood Construction (4 volumes set)

Example text

47 Reference Design Values for Visually Graded Timbers (5" x 5" and larger)1,3 (Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise.

When the depth, d, of Dense Structural 86, Dense Structural 72, or Dense Structural 65 dimension lumber exceeds 12", the tabulated bending design value, Fb, shall be multiplied by the following size factor: 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. SPECIFIC GRAVITY, G, SHEAR PARALLEL TO GRAIN, FV, AND COMPRESSION PERPENDICULAR TO GRAIN, Fc⊥. Values for specific gravity, G, shear parallel to grain, Fv, and compression perpendicular to grain, Fc⊥, are provided below for MSR and MEL lumber. For species or species groups not shown below, the G, Fv, and Fc⊥ values for visually graded lumber may be used. Higher G values may be claimed when (a) specifically assigned by the rules writing agency or (b) when qualified by test, quality controlled for G and provided for on the grade stamp.

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