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 = Ab + As = 5wL4 x ...
... 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 = Ab + As = 5wL4 x ...
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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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