Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-128
... shear force V exceeds shear strength Vc , shear reinforcement shall be provided to satisfy Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V , shall be computed by Vs A1 1 + 12 d Avh $ 2 11 d fid ( 11-30 ) · [ ~ ^ ( 2 ) + ...
... shear force V exceeds shear strength Vc , shear reinforcement shall be provided to satisfy Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V , shall be computed by Vs A1 1 + 12 d Avh $ 2 11 d fid ( 11-30 ) · [ ~ ^ ( 2 ) + ...
Page 2-129
... shear reinforcement for walls . 1911.10.9.1 Where factored shear force Vu exceeds shear strength VC , horizontal shear reinforcement shall be provided to satisfy Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V , shall be ...
... shear reinforcement for walls . 1911.10.9.1 Where factored shear force Vu exceeds shear strength VC , horizontal shear reinforcement shall be provided to satisfy Formulas ( 11-1 ) and ( 11-2 ) , where shear strength V , shall be ...
Page 2-174
... Shear stress carried by shear reinforcement . 1926.7.5.1 Types of shear reinforcement . Shear reinforcement shall consist of the following : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located ...
... Shear stress carried by shear reinforcement . 1926.7.5.1 Types of shear reinforcement . Shear reinforcement shall consist of the following : 1. Stirrups perpendicular to axis of member . 2. Welded wire fabric with wires located ...
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