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Page 33
... set forth in Table No. 5 - D , except as provided in this section and as specified in Section 503 ( a ) for mixed occupancy buildings . EXCEPTIONS : 1. Towers , spires and steeples erected as a part of a building and not used for ...
... set forth in Table No. 5 - D , except as provided in this section and as specified in Section 503 ( a ) for mixed occupancy buildings . EXCEPTIONS : 1. Towers , spires and steeples erected as a part of a building and not used for ...
Page 149
... under service loads shall not exceed the values given in this section . ( b ) Specified Compressive Strength ( f'm ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and ...
... under service loads shall not exceed the values given in this section . ( b ) Specified Compressive Strength ( f'm ) . 1. General . The specified strength of masonry to establish allowable stresses shall be shown on the plans and ...
Page 437
... specified in Section 2625 ( g ) 4 . C 3. Boundary members for shear walls and diaphragms . A. Boundary members shall be provided at boundaries and edges around openings of shear walls and diaphragms for which the maximum extreme fiber ...
... specified in Section 2625 ( g ) 4 . C 3. Boundary members for shear walls and diaphragms . A. Boundary members shall be provided at boundaries and edges around openings of shear walls and diaphragms for which the maximum extreme fiber ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
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