California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 82
Page 2-175
... exceed F ( For SI : 0.083 √ƒ ) , and v shall not exceed 3 √ƒ ' . ( For SI : 0.25 √ƒ ' ) . 1926.7.7.5 If shear reinforcement consisting of steel I or channel shapes ( shearheads ) is provided in accordance with Section 1911.12.4 of ...
... exceed F ( For SI : 0.083 √ƒ ) , and v shall not exceed 3 √ƒ ' . ( For SI : 0.25 √ƒ ' ) . 1926.7.7.5 If shear reinforcement consisting of steel I or channel shapes ( shearheads ) is provided in accordance with Section 1911.12.4 of ...
Page 2-184
... exceed f . ( For SI : 0.083 √ƒ ) , and v shall not exceed 3 √ƒ ' . ( For SI : 0.25 √f ' ) . 1926A.7.7.5 If shear reinforcement consisting of steel I or chan- nel shapes ( shearheads ) is provided in accordance with Section 1911A.12.4 ...
... exceed f . ( For SI : 0.083 √ƒ ) , and v shall not exceed 3 √ƒ ' . ( For SI : 0.25 √f ' ) . 1926A.7.7.5 If shear reinforcement consisting of steel I or chan- nel shapes ( shearheads ) is provided in accordance with Section 1911A.12.4 ...
Page 2-23
... exceed one fourth the nominal depth of the beam . The maximum spacing of transverse reinforcement shall not exceed one half the nominal depth of the beam . Minimum reinforcement ratio shall be 0.0015 . The first transverse bar shall not ...
... exceed one fourth the nominal depth of the beam . The maximum spacing of transverse reinforcement shall not exceed one half the nominal depth of the beam . Minimum reinforcement ratio shall be 0.0015 . The first transverse bar shall not ...
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