California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-159
... Section 1921.3.4.1 represents one - half or more of the maximum required shear strength within those lengths . 2 ... specified in Section 1921.4.4 over their full height . 1921.4.3 Longitudinal reinforcement . 1921.4.3.1 The ...
... Section 1921.3.4.1 represents one - half or more of the maximum required shear strength within those lengths . 2 ... specified in Section 1921.4.4 over their full height . 1921.4.3 Longitudinal reinforcement . 1921.4.3.1 The ...
Page 2-165
... Section 1913.6.2.5 . SECTION 1922 - STRUCTURAL PLAIN CONCRETE 1922.0 Notations . Ag = gross area of section , inches ... specified compressive strength of concrete , psi ( MPa ) . See Section 1905 . = square root of specified compressive ...
... Section 1913.6.2.5 . SECTION 1922 - STRUCTURAL PLAIN CONCRETE 1922.0 Notations . Ag = gross area of section , inches ... specified compressive strength of concrete , psi ( MPa ) . See Section 1905 . = square root of specified compressive ...
Page 2-184
... specified in Section 1921A.7 . 6. Where the calculated point of contraflexure is not within the middle half of the member clear height , provide transverse re- inforcement as specified in Sections 1921A.4.4.1 , Items 1 through 3 , over ...
... specified in Section 1921A.7 . 6. Where the calculated point of contraflexure is not within the middle half of the member clear height , provide transverse re- inforcement as specified in Sections 1921A.4.4.1 , Items 1 through 3 , over ...
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 mm˛ 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