Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-58
... deflection distance . The differential deflection may not occur over the entire length of the slab , particu- larly if the slab is longer than approximately 50 feet ( 15.24 m ) . Thus , the effective distance for determining the ...
... deflection distance . The differential deflection may not occur over the entire length of the slab , particu- larly if the slab is longer than approximately 50 feet ( 15.24 m ) . Thus , the effective distance for determining the ...
Page 2-181
... deflections DEFLECTION TO BE CONSIDERED Immediate deflection due to live load L Immediate deflection due to live load L That part of the total deflection occurring after attachment of nonstructural elements ( sum of the long - time ...
... deflections DEFLECTION TO BE CONSIDERED Immediate deflection due to live load L Immediate deflection due to live load L That part of the total deflection occurring after attachment of nonstructural elements ( sum of the long - time ...
Page 2-345
... Deflection . The maximum deflection shall conform to Table 16 - D . Deflection shall be calculated according to the fol- lowing formulas . Deflection due to transverse loading only is equal to : wL2 4 ( h + c ) Ge A = A + As = 5wL4 ...
... Deflection . The maximum deflection shall conform to Table 16 - D . Deflection shall be calculated according to the fol- lowing formulas . Deflection due to transverse loading only is equal to : wL2 4 ( h + c ) Ge A = A + As = 5wL4 ...
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/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