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Sizes and Grades
Loads and Forces
6 other sections not shown
allowable load allowable values applied axial force axis bending stress bolts bracing buckling chord members coefficient columns combination compression compression members connection connectors construction dead load deflection depends design values diameter diaphragm direction Douglas Fir earthquake edge distance effective elasticity elements EXAMPLE exposure exterior fasteners FIGURE floor framing glulam beams glulam members grade gravity loads height horizontal joints joists lag screws lateral load lateral support length live load maximum minimum modification factors modulus modulus of elasticity moisture content nails normally oriented strand board parallel particleboard perpendicular plywood ratio resistance roof sawn lumber seismic shear stress shear wall sheathing shown in Fig shrinkage spacing span rating specific gravity steel stiffness strength structural studs Table tabulated values tensile stress tension thickness timber trusses unit shear veneer vertical waferboard width wind pressure wood