Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-2
... loads , a uniformly dis- tributed dead load equal to 20 pounds per square foot ( psf ) ( 0.96 kN / m2 ) of floor area . EXCEPTION : Access floor systems shall be designed to support , in addition to all other loads , a uniformly distributed ...
... loads , a uniformly dis- tributed dead load equal to 20 pounds per square foot ( psf ) ( 0.96 kN / m2 ) of floor area . EXCEPTION : Access floor systems shall be designed to support , in addition to all other loads , a uniformly distributed ...
Page 2-4
... load of 5 psf ( 0.24 kN / m2 ) shall not exceed 1/240 of the span for walls with brittle finishes and 1/120 of the ... dead load or shall be designed to resist ponding load , P , combined in accordance with Section 1612.2 or 1612.3 ...
... load of 5 psf ( 0.24 kN / m2 ) shall not exceed 1/240 of the span for walls with brittle finishes and 1/120 of the ... dead load or shall be designed to resist ponding load , P , combined in accordance with Section 1612.2 or 1612.3 ...
Page 2-198
... load- carrying members . Tests shall be conducted by an independent testing laboratory or by a manufacturer's ... dead load . Furthermore , harmful lo- cal distortions shall not develop during the test at a total load , in- cluding the ...
... load- carrying members . Tests shall be conducted by an independent testing laboratory or by a manufacturer's ... dead load . Furthermore , harmful lo- cal distortions shall not develop during the test at a total load , in- cluding the ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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