Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-2
... floor area . EXCEPTION : Access floor systems shall be designed to support , in addition to all other loads , a uniformly distributed dead load not less than 10 psf ( 0.48 kN / m2 ) of floor area . SECTION 1607- LIVE LOADS 1607.1 ...
... floor area . EXCEPTION : Access floor systems shall be designed to support , in addition to all other loads , a uniformly distributed dead load not less than 10 psf ( 0.48 kN / m2 ) of floor area . SECTION 1607- LIVE LOADS 1607.1 ...
Page 2-417
... floor or floors below grade . The building official may require that this de- termination be made by an engineer or ... FLOOR DAMPPROOFING SECTION 1823 1823.1 General . Dampproofing materials shall be installed be- tween the floor and ...
... floor or floors below grade . The building official may require that this de- termination be made by an engineer or ... FLOOR DAMPPROOFING SECTION 1823 1823.1 General . Dampproofing materials shall be installed be- tween the floor and ...
Page 2-481
... FLOOR AREA Allowable ( see OCCUPANCIES ) Definition Motion picture machine booth FLOOR CONSTRUCTION Concrete Fire - resistive , requirements Framing Glued - laminated timber Heavy - timber Insulating boards under flooring Insulating ...
... FLOOR AREA Allowable ( see OCCUPANCIES ) Definition Motion picture machine booth FLOOR CONSTRUCTION Concrete Fire - resistive , requirements Framing Glued - laminated timber Heavy - timber Insulating boards under flooring Insulating ...
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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Common terms and phrases
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/mē 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