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Page 271
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 9017 270 150 75 1.3 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 9017 270 150 75 1.3 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
Page 273
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 270 150 75 1.4 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
... combination is intended for straight or slightly cambered members for dry use and industrial appearance.11 270 150 75 1.4 The following combination is balanced and intended for members continuous or cantilevered over supports and ...
Page 275
... combination symbols relate to a specific combination of grades and species in U.B.C. Standard No. 25-11 that will provide the design values shown for the combinations . The first two numbers in the combination symbol correspond to the ...
... combination symbols relate to a specific combination of grades and species in U.B.C. Standard No. 25-11 that will provide the design values shown for the combinations . The first two numbers in the combination symbol correspond to 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