Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-2
... loads , a uniformly distributed dead load not less than 10 psf ( 0.48 kN / m2 ) of floor area . SECTION 1607- LIVE LOADS 1607.1 General . Live loads shall be the maximum loads expected by the intended use or occupancy but in no case ...
... loads , a uniformly distributed dead load not less than 10 psf ( 0.48 kN / m2 ) of floor area . SECTION 1607- LIVE LOADS 1607.1 General . Live loads shall be the maximum loads expected by the intended use or occupancy but in no case ...
Page 2-3
... load . The concentrated load shall be placed on the member over a length of 21/2 feet ( 762 mm ) along the span ... live loads on one half of the span if such loading results in reverse stresses , or stresses greater in any portion than the ...
... load . The concentrated load shall be placed on the member over a length of 21/2 feet ( 762 mm ) along the span ... live loads on one half of the span if such loading results in reverse stresses , or stresses greater in any portion than the ...
Page 2-26
... ( live load ) 4. Ceiling framing ( live load ) 5. Partitions and interior walls , see Sec . 1611.5 ( live load ) 6. Elevators and dumbwaiters ( dead and live loads ) 7. Mechanical and electrical equipment ( dead load ) 8. Cranes ( dead and ...
... ( live load ) 4. Ceiling framing ( live load ) 5. Partitions and interior walls , see Sec . 1611.5 ( live load ) 6. Elevators and dumbwaiters ( dead and live loads ) 7. Mechanical and electrical equipment ( dead load ) 8. Cranes ( dead and ...
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