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Page 349
... flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on ...
... flange and web shall be built integrally or otherwise effectively bonded together . 2. Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on ...
Page 474
... flange , except that in cases where the reduction of the area of either flange by such holes , calculated in accordance with the provisions of Section 2711 ( b ) , exceeds 15 percent of the gross flange area , the excess shall be ...
... flange , except that in cases where the reduction of the area of either flange by such holes , calculated in accordance with the provisions of Section 2711 ( b ) , exceeds 15 percent of the gross flange area , the excess shall be ...
Page 477
... flange weld . When single stiffeners are used they shall be attached to the compression flange , if it consists of a rectangular plate , to resist any uplift tendency due to torsion in the plate . When lateral bracing is attached to a ...
... flange weld . When single stiffeners are used they shall be attached to the compression flange , if it consists of a rectangular plate , to resist any uplift tendency due to torsion in the plate . When lateral bracing is attached to a ...
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