California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-118
... flexural reinforcement in two - way slabs shall be as required by Section 1913.3 . 1910.6.3 Flexural tension reinforcement shall be well distributed within maximum flexural tension zones of a member cross section as required by Section ...
... flexural reinforcement in two - way slabs shall be as required by Section 1913.3 . 1910.6.3 Flexural tension reinforcement shall be well distributed within maximum flexural tension zones of a member cross section as required by Section ...
Page 2-184
... Flexural Members . 1910A.4.1 Spacing of lateral supports for a beam shall not exceed 50 times the least width b of compression flange or face . 1910A.4.2 Effects of lateral eccentricity of load shall be taken into account in determining ...
... Flexural Members . 1910A.4.1 Spacing of lateral supports for a beam shall not exceed 50 times the least width b of compression flange or face . 1910A.4.2 Effects of lateral eccentricity of load shall be taken into account in determining ...
Page 2-184
... flexural yielding caused by inelas- tic lateral displacements of the frame . 1921A.3.2.4 Welded splices and ... members : 1. Over a length equal to twice the member depth measured from the face of the supporting member toward midspan , at ...
... flexural yielding caused by inelas- tic lateral displacements of the frame . 1921A.3.2.4 Welded splices and ... members : 1. Over a length equal to twice the member depth measured from the face of the supporting member toward midspan , at ...
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