California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 73
... diameter of not less than 8 inches ( 203 mm ) . Concrete piles cast in place in metal shells shall have shells driven for their full length in contact with the surrounding soil and left permanently in place . The shells shall be ...
... diameter of not less than 8 inches ( 203 mm ) . Concrete piles cast in place in metal shells shall have shells driven for their full length in contact with the surrounding soil and left permanently in place . The shells shall be ...
Page 86
... Diameters . 1907B.2.1 Diameter of bend measured on the inside of the bar , other than for stirrups and ties in sizes No. 3 through No. 5 , shall not be less than the values in Table 19B - B . 1907B.2.2 Inside diameter of bends for ...
... Diameters . 1907B.2.1 Diameter of bend measured on the inside of the bar , other than for stirrups and ties in sizes No. 3 through No. 5 , shall not be less than the values in Table 19B - B . 1907B.2.2 Inside diameter of bends for ...
Page 177
... diameters , but not less than 21 / 2 inches ( 63 mm ) at the free end of the bar . 2. Inside diameter of bend of the bars , other than for stirrups and ties , shall not be less than that set forth in Table 21B - G . 3. Inside diameter ...
... diameters , but not less than 21 / 2 inches ( 63 mm ) at the free end of the bar . 2. Inside diameter of bend of the bars , other than for stirrups and ties , shall not be less than that set forth in Table 21B - G . 3. Inside diameter ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength