California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 93
Page 2-122
... tensile strength of lightweight aggre- gate concrete , pounds per square inch ( MPa ) . fd fpc Spe fpu fy = stress due to unfactored dead load , at extreme fiber of section where tensile stress is caused by externally applied loads ...
... tensile strength of lightweight aggre- gate concrete , pounds per square inch ( MPa ) . fd fpc Spe fpu fy = stress due to unfactored dead load , at extreme fiber of section where tensile stress is caused by externally applied loads ...
Page 2-148
... Stress concentrations due to prestressing shall be con- sidered in design . 1918.2.4 Provisions shall be made for ... tensile stresses exceed these values , bonded auxiliary reinforcement ( nonprestressed or prestressed ) shall be provided in ...
... Stress concentrations due to prestressing shall be con- sidered in design . 1918.2.4 Provisions shall be made for ... tensile stresses exceed these values , bonded auxiliary reinforcement ( nonprestressed or prestressed ) shall be provided in ...
Page 2
... tensile force on anchor bolt , pounds ( N ) . Btn = nominal tensile strength of anchor bolt , pounds ( N ) . By ... stress in columns for centroidally applied axial load only , pounds per square inch ( MPa ) . = allowable flexural compressive ...
... tensile force on anchor bolt , pounds ( N ) . Btn = nominal tensile strength of anchor bolt , pounds ( N ) . By ... stress in columns for centroidally applied axial load only , pounds per square inch ( MPa ) . = allowable flexural compressive ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength