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Page 281
... grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and hem - fir ) . SSD is dense select structural , structural joists and planks , or structural light framing grade ( dense ) . SS is select ...
... grain ) . L3 is L3 laminating grade ( medium grain for Douglas fir - larch , Douglas fir south and hem - fir ) . SSD is dense select structural , structural joists and planks , or structural light framing grade ( dense ) . SS is select ...
Page 283
... grain requirements than the basic slope of grain of the grades of lumber used in order to obtain higher tension - parallel - to - grain values and design values in bending when loaded perpendicular to the wide faces of the laminations ...
... grain requirements than the basic slope of grain of the grades of lumber used in order to obtain higher tension - parallel - to - grain values and design values in bending when loaded perpendicular to the wide faces of the laminations ...
Page 288
... Grain Slope Module Steepest Grain Slope Stress Steepest Stress Module Grain Slope Module B .2 15 770 1:16 500 1:16 920 800 1:16 500 1:16 930 1:15 ' The allowable unit stresses in bending obtained from Table No. 25 - D apply when the ...
... Grain Slope Module Steepest Grain Slope Stress Steepest Stress Module Grain Slope Module B .2 15 770 1:16 500 1:16 920 800 1:16 500 1:16 930 1:15 ' The allowable unit stresses in bending obtained from Table No. 25 - D apply when the ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength