Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 76
Page 2-11
... force or shear at the base given by Formula ( 30-5 ) , ( 30-6 ) , ( 30-7 ) or ( 30-11 ) . = the design story shear in Story x . W = the total seismic dead load defined in Section 1630.1.1 . Wi , Wx Wp Wpx = that portion of W located at ...
... force or shear at the base given by Formula ( 30-5 ) , ( 30-6 ) , ( 30-7 ) or ( 30-11 ) . = the design story shear in Story x . W = the total seismic dead load defined in Section 1630.1.1 . Wi , Wx Wp Wpx = that portion of W located at ...
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 determined by Formula ( 32-2 ) , where Rp = 1.0 and ap = 1.0 . 6 ... seismic force induced by the parts being connected . As a minimum , any ... seismic forces originat- ing in other portions of the structure to the element ...
... forces determined by Formula ( 32-2 ) , where Rp = 1.0 and ap = 1.0 . 6 ... seismic force induced by the parts being connected . As a minimum , any ... seismic forces originat- ing in other portions of the structure to the element ...
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