Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-14
... seismic shear in that story times the height of that story . In Seismic Zones 3 and 4 , PA need not be considered ... Seismic Zone 4 , the total base shear shall also not be less than the following : 2. Method B : The fundamental period ...
... seismic shear in that story times the height of that story . In Seismic Zones 3 and 4 , PA need not be considered ... Seismic Zone 4 , the total base shear shall also not be less than the following : 2. Method B : The fundamental period ...
Page 2-211
... seismic zones shown in Figure 16-2 shall be designed in accord- ance with the design requirements of this chapter and the special provisions for each seismic zone given in this section . 2106.1.12.2 Special provisions for Seismic Zones ...
... seismic zones shown in Figure 16-2 shall be designed in accord- ance with the design requirements of this chapter and the special provisions for each seismic zone given in this section . 2106.1.12.2 Special provisions for Seismic Zones ...
Page 2-241
... Seismic Provisions for Structural Steel Buildings , of the American Institute of Steel Construction ( June 15 , 1992 ) ... ZONES 2.1 Seismic Zone 0 and 1 and Zone 2 ( I = 1.0 ) . Buildings in Seismic Zones 0 and 1 and buildings in Seismic ...
... Seismic Provisions for Structural Steel Buildings , of the American Institute of Steel Construction ( June 15 , 1992 ) ... ZONES 2.1 Seismic Zone 0 and 1 and Zone 2 ( I = 1.0 ) . Buildings in Seismic Zones 0 and 1 and buildings in Seismic ...
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