California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-60
... less than 6 . 4. The pile diameter is not greater than 16 inches ( 406 mm ) . 1808.4 Precast Concrete Piles . 1808.4.1 Materials . Precast concrete piles shall have a speci- fied compressive strength f'e of not less than 3,000 psi ...
... less than 6 . 4. The pile diameter is not greater than 16 inches ( 406 mm ) . 1808.4 Precast Concrete Piles . 1808.4.1 Materials . Precast concrete piles shall have a speci- fied compressive strength f'e of not less than 3,000 psi ...
Page 2-184
... less than 8 inches ( 203 mm ) . 1912A.3.2 Basic development length lab shall be . 0.02dpƒ . / √ƒ'c but not less than ( For SI : 0.24df / √F ' > 0.0003dpfy ( For SI : 0.044 dpfy 1912A.3.3 Basic development length lab shall be permitted ...
... less than 8 inches ( 203 mm ) . 1912A.3.2 Basic development length lab shall be . 0.02dpƒ . / √ƒ'c but not less than ( For SI : 0.24df / √F ' > 0.0003dpfy ( For SI : 0.044 dpfy 1912A.3.3 Basic development length lab shall be permitted ...
Page 2-20
... less than 8 in- ches ( 203 mm ) . 2. Piers . 2.1 The nominal width of a pier shall not be less than 6 inches ( 153 mm ) and shall not exceed 16 inches ( 406 mm ) . 2.2 The distance between lateral supports of a pier shall not exceed 30 ...
... less than 8 in- ches ( 203 mm ) . 2. Piers . 2.1 The nominal width of a pier shall not be less than 6 inches ( 153 mm ) and shall not exceed 16 inches ( 406 mm ) . 2.2 The distance between lateral supports of a pier shall not exceed 30 ...
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