Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 93
Page 2-127
... Shear - friction . 1911.7.1 The following provisions shall be applied where it is ap- propriate to consider shear ... strength in substantial agreement with results of comprehensive tests . 1911.7.3.1 Provisions of Sections 1911.7.5 through ...
... Shear - friction . 1911.7.1 The following provisions shall be applied where it is ap- propriate to consider shear ... strength in substantial agreement with results of comprehensive tests . 1911.7.3.1 Provisions of Sections 1911.7.5 through ...
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 2-223
... strength of the shear wall supporting axial loads only shall be calculated by For- mula ( 8-34 ) . = Po 0.85 fm ( Ac - As ) + fyAs ( 8-34 ) Axial design strength provided by the shear wall cross section shall satisfy Formula ( 8-35 ) ...
... strength of the shear wall supporting axial loads only shall be calculated by For- mula ( 8-34 ) . = Po 0.85 fm ( Ac - As ) + fyAs ( 8-34 ) Axial design strength provided by the shear wall cross section shall satisfy Formula ( 8-35 ) ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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