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Page 165
... least 6 inches . At least one fourth of the required positive moment reinforcement at the continuous end of continuous beams shall extend along the same face of the beam into the support at least 6 inches . F. Compression reinforcement ...
... least 6 inches . At least one fourth of the required positive moment reinforcement at the continuous end of continuous beams shall extend along the same face of the beam into the support at least 6 inches . F. Compression reinforcement ...
Page 344
... least No. 3 in size for longitudinal bars No. 10 or smaller , and at least No. 4 in size for No. 11 , No. 14 , No. 18 and bundled longitudinal bars . Deformed wire or welded wire fabric of equivalent area may be used . B. In Seismic ...
... least No. 3 in size for longitudinal bars No. 10 or smaller , and at least No. 4 in size for No. 11 , No. 14 , No. 18 and bundled longitudinal bars . Deformed wire or welded wire fabric of equivalent area may be used . B. In Seismic ...
Page 628
... least 45 percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Hollow Clay 18 Three cells in wall thickness , units at least ...
... least 45 percent solid . 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Hollow Clay 18 Three cells in wall thickness , units at least ...
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