Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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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 ...
Page 2-340
... equal to the full panel width . If the clear distance between ribs is greater than the basic spacing " b , " the effective width of the skins equals the sum of the widths of the ribs in contact with the stressed skin plus a portion of ...
... equal to the full panel width . If the clear distance between ribs is greater than the basic spacing " b , " the effective width of the skins equals the sum of the widths of the ribs in contact with the stressed skin plus a portion of ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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Common terms and phrases
1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength