Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-19
... forces to the seismic - resisting system . 2. The force , Fp , and the overturning moment used in the design of the nonstructural component shall not be less than 80 percent of the values that would be obtained using these provisions ...
... forces to the seismic - resisting system . 2. The force , Fp , and the overturning moment used in the design of the nonstructural component shall not be less than 80 percent of the values that would be obtained using these provisions ...
Page 2-20
... forces originat- ing in other portions of the structure to the element providing the resistance to those forces . Collector elements , splices and their connections to resisting elements shall resist the forces determined in accordance ...
... forces originat- ing in other portions of the structure to the element providing the resistance to those forces . Collector elements , splices and their connections to resisting elements shall resist the forces determined in accordance ...
Page 2-271
... forces combined with small stabilizing gravity forces , such as racks fully loaded , but with unit loads of much smaller weight than the maximum posted unit load . Forces described in Sections 2228.3.2 and 2228.5.1 need not act ...
... forces combined with small stabilizing gravity forces , such as racks fully loaded , but with unit loads of much smaller weight than the maximum posted unit load . Forces described in Sections 2228.3.2 and 2228.5.1 need not act ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength