California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 69
Page 2-147
... square inches ( mm2 ) . = area of prestressed reinforcement in tension zone , square inches ( mm2 ) . Aps As = area ... inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . = modulus of ...
... square inches ( mm2 ) . = area of prestressed reinforcement in tension zone , square inches ( mm2 ) . Aps As = area ... inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . = modulus of ...
Page 2
... square inches ( mm2 ) . A = effective area of masonry , square inches ( mm2 ) ... inch ( MPa ) . e emu = eccentricity of Puf , inches ( mm ) . = maximum ... square inch ( MPa ) . = allowable flexural compressive stress in members sub ...
... square inches ( mm2 ) . A = effective area of masonry , square inches ( mm2 ) ... inch ( MPa ) . e emu = eccentricity of Puf , inches ( mm ) . = maximum ... square inch ( MPa ) . = allowable flexural compressive stress in members sub ...
Page 2-2
... square inch ( MPa ) . = allowable flexural compressive stress in members sub- jected to bending load only , pounds per square inch ( MPa ) . Ab = gross cross - sectional area of anchor bolt , square inches ( mm2 ) . Fb Ae = effective ...
... square inch ( MPa ) . = allowable flexural compressive stress in members sub- jected to bending load only , pounds per square inch ( MPa ) . Ab = gross cross - sectional area of anchor bolt , square inches ( mm2 ) . Fb Ae = effective ...
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