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History of the Development of a National Standard of Practice for Wood Design
General Requirements for Structural Design
Design Values for Structural Members
15 other sections not shown
adjustment factors allowable design value angle to grain applicable associated ASTM axial beam bending design values bending members bolt design values bolted connections buckling coefficient column combinations compression design values concentrated load depth design load design values parallel Douglas fir dowel bearing strength earlier editions edge end distance fastener Forest Products Laboratory Forest Service glued laminated timber grain loading group action inch joints lag screw lateral design values length main member maximum metal connector plates modulus of elasticity moisture content notch parallel to grain penetration percent perpendicular to grain previous editions proportional limit psi ok reduced rivet sawn lumber shank diameter shear design values shear plate connectors shear stress single shear southern pine spacing specific gravity split ring standard structural Tables 4A tabulated design values tests tion truss two-beam shear U.S. Department withdrawal design values wood members wood screws yield mode equations