Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-247
... equal 1.0 for garages , areas occupied as places of public assembly and all areas where the live load is greater than 100 psf . The term 0.4R in Load Combinations 3-7 and 3-8 shall be greater or equal to 1.0 . Where the amplified load ...
... equal 1.0 for garages , areas occupied as places of public assembly and all areas where the live load is greater than 100 psf . The term 0.4R in Load Combinations 3-7 and 3-8 shall be greater or equal to 1.0 . Where the amplified load ...
Page 2-251
... equal to or greater than the in - plane nominal bending strength of the brace . 2. Where the critical buckling strength is out - of- plane of the gusset plate , the brace shall termi- nate on the gusset a minimum of two times the gusset ...
... equal to or greater than the in - plane nominal bending strength of the brace . 2. Where the critical buckling strength is out - of- plane of the gusset plate , the brace shall termi- nate on the gusset a minimum of two times the gusset ...
Page 2-271
... equal to the total dead load plus 50 percent of the rack- rated capacity . In Seismic Zones 3 and 4 , wholesale and retail areas , the 50 percent may only be used when com- bined with C / RT taken equal to 0.70Ca in Formula ( 30-4 ) and ...
... equal to the total dead load plus 50 percent of the rack- rated capacity . In Seismic Zones 3 and 4 , wholesale and retail areas , the 50 percent may only be used when com- bined with C / RT taken equal to 0.70Ca in Formula ( 30-4 ) and ...
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