NDS, National Design Specification for Wood Construction: Supplement |
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ADJUSTMENT FACTORS Design AITC American Association Bending design values CEDARS Combination commercial grade comprehensive description Compression parallel Compression perpendicular Construction 2"-4 Dense Structural depth description of design design value adjustment DF/DF dimension lumber dry service conditions duration and dry EASTERN F₁ Faces of Laminations FACTORS Design values Glued Laminated Timber grain to grain Inspection Lami Manufacturers Modulus multiplied narrow face NELMA NLGA No.1 Stringers No.1 Timbers nominal normal load duration NORTH NORTHERN NSLB parallel to grain piece pounds per square Select Structural Beams Select Structural Posts shake Shear Parallel shear stress factors sizes Softwood Southern Pine SP/SP Species Species and commercial SPIB square inch psi Standard Structural Glued Laminated Stud Table Table 5B Tabulated design values Tension thick Utility value adjustment factors values in pounds WCLIB WESTERN Wet Service Factor wide face wider Width wood WWPA X-X Axis Y-Y Axis