California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-108
... minimum concrete cover shall be pro- vided for prestressed and nonprestressed reinforcement , ducts and end fittings , except as provided in Sections 1907.7.3.2 and 1907.7.3.3 . 1. Concrete cast against and MINIMUM COVER , inches ( mm ) ...
... minimum concrete cover shall be pro- vided for prestressed and nonprestressed reinforcement , ducts and end fittings , except as provided in Sections 1907.7.3.2 and 1907.7.3.3 . 1. Concrete cast against and MINIMUM COVER , inches ( mm ) ...
Page 2-184
... minimum concrete cover shall be provided for reinforcement : 1. Concrete exposed to earth or weather : Wall panels : No. 14 and No. 18 bar No. 11 bar and smaller MINIMUM COVER , inches ( mm ) 12 ( 38 ) 3/4 ( 19 ) Other members : No. 14 ...
... minimum concrete cover shall be provided for reinforcement : 1. Concrete exposed to earth or weather : Wall panels : No. 14 and No. 18 bar No. 11 bar and smaller MINIMUM COVER , inches ( mm ) 12 ( 38 ) 3/4 ( 19 ) Other members : No. 14 ...
Page 7
... minimum 11/4 inches ( 32 mm ) by 31/2 inches ( 89 mm ) . Both studs and track shall have a minimum uncoated base metal thickness of 0.033 inch ( 0.84 mm ) and shall be ASTM A 446 Grade A [ or ASTM A 653 , SQ , Grade 33 ( new designation ) ...
... minimum 11/4 inches ( 32 mm ) by 31/2 inches ( 89 mm ) . Both studs and track shall have a minimum uncoated base metal thickness of 0.033 inch ( 0.84 mm ) and shall be ASTM A 446 Grade A [ or ASTM A 653 , SQ , Grade 33 ( new designation ) ...
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Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
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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