Uniform Building Code |
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Page 32
... width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 14 percent for each foot by which the minimum width exceeds 20 feet , but the increase shall not exceed 50 percent . 2. Separation on ...
... width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 14 percent for each foot by which the minimum width exceeds 20 feet , but the increase shall not exceed 50 percent . 2. Separation on ...
Page 349
... 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 each side of the web shall not exceed : A. Eight times the slab thickness , nor B. One ...
... 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 each side of the web shall not exceed : A. Eight times the slab thickness , nor B. One ...
Page 572
... width shall be measured from the point furthest from the exit , cross aisle or foyer and such minimum width shall be increased by 11/2 inches for each 5 feet of length toward the exit , cross aisle or foyer . B. With continental seating ...
... width shall be measured from the point furthest from the exit , cross aisle or foyer and such minimum width shall be increased by 11/2 inches for each 5 feet of length toward the exit , cross aisle or foyer . B. With continental seating ...
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