Uniform Building Code |
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Page 51
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
Page 113
... height , shall be , and any structure may be , designed in accordance with approved national standards . ( b ) Basic Wind Speed . The minimum basic wind speed for determining design wind pressure shall be taken from Figure No. 4. Where ...
... height , shall be , and any structure may be , designed in accordance with approved national standards . ( b ) Basic Wind Speed . The minimum basic wind speed for determining design wind pressure shall be taken from Figure No. 4. Where ...
Page 490
... height . Column splices in tier structures 100 feet to 200 feet in height , if the least horizontal dimension is less than 40 percent of the height . Column splices in tier structures less than 100 feet in height , if the least ...
... height . Column splices in tier structures 100 feet to 200 feet in height , if the least horizontal dimension is less than 40 percent of the height . Column splices in tier structures less than 100 feet in height , if the 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