California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 52
Page 2-144
... precast construction , reinforcement required to satis- fy Section 1915.8.1 may be provided by anchor bolts or suitable mechanical connectors . 1915.8.3.1 Connection between precast columns or pedestals and supporting members shall meet ...
... precast construction , reinforcement required to satis- fy Section 1915.8.1 may be provided by anchor bolts or suitable mechanical connectors . 1915.8.3.1 Connection between precast columns or pedestals and supporting members shall meet ...
Page 2-145
... Precast columns shall have a nominal strength in tension not less than 200 Ag in pounds ( N ) . For columns with a larger cross section than required by consideration of loading , a reduced effec- tive area Ag , based on cross section ...
... Precast columns shall have a nominal strength in tension not less than 200 Ag in pounds ( N ) . For columns with a larger cross section than required by consideration of loading , a reduced effec- tive area Ag , based on cross section ...
Page 2-184
... precast concrete structural mem- bers . 1916A.2 General . 1916A.2.1 Design of precast members and connections shall include loading and restraint conditions from initial fabrication to end use in the structure , including form removal ...
... precast concrete structural mem- bers . 1916A.2 General . 1916A.2.1 Design of precast members and connections shall include loading and restraint conditions from initial fabrication to end use in the structure , including form removal ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
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Common terms and phrases
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