Wood Engineering |
Contents
Symbols and Abbreviations | 7 |
CHARACTERISTICS OF WOOD | 12 |
5 | 37 |
Copyright | |
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AITC allowable loads allowable stresses Allowable unit stresses angle of load applied bending moment bolt clear wood column compression parallel concrete connection connectors critical section curve Decking deflection depth determined diagram diameter distribution Douglas fir EASTERN WHITE PINE edge distance Extreme fiber face grain factor fasteners Figure flange Forest Products Laboratory girder given glued grade Group horizontal shear Illustrative Example inches joints k-in knots laminations live load load to grain midspan minimum modulus of elasticity modulus of rupture moisture content moment of inertia nails neutral axis obtained parallel to grain percent perpendicular to grain plywood panels proportional limit ratio scarf joints Select Structural shear plates shear stress shown in Fig Southern pine spacing span species specific gravity Standard steel strain strength properties stringers Table tensile tests thick Thick-2 Faces Timber tion trusses values vertical width wood beams