California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 43
Page 2-101
... ASTM A 421 , Uncoated Stress - relieved Wire for Pre- stressed Concrete 3. ASTM A 722 , Uncoated High - strength Steel Bar for Pre- stressing Concrete 1903.5.5.2 Wire , strands and bars not specifically listed in ASTM A 416 , A 421 and ...
... ASTM A 421 , Uncoated Stress - relieved Wire for Pre- stressed Concrete 3. ASTM A 722 , Uncoated High - strength Steel Bar for Pre- stressing Concrete 1903.5.5.2 Wire , strands and bars not specifically listed in ASTM A 416 , A 421 and ...
Page 2-184
... ASTM 185 , except that for wire with a specified yield strength fy exceeding 60,000 psi ( 413.7 MPa ) , f , shall be ... ASTM A 497 , Welded Deformed Steel Wire Fabric for Concrete Reinforcement . For welded deformed wire fabric for ...
... ASTM 185 , except that for wire with a specified yield strength fy exceeding 60,000 psi ( 413.7 MPa ) , f , shall be ... ASTM A 497 , Welded Deformed Steel Wire Fabric for Concrete Reinforcement . For welded deformed wire fabric for ...
Page 2-61
... ASTM . Steel Structural Tubing in Rounds and Shapes . A 500-93 of the ASTM . Hot - Formed Welded and Seamless Carbon Steel Structural Tubing . A 501-93 of the ASTM . Structural Clay Facing Tile . 2102.2 C 212-93 of the ASTM . Structural ...
... ASTM . Steel Structural Tubing in Rounds and Shapes . A 500-93 of the ASTM . Hot - Formed Welded and Seamless Carbon Steel Structural Tubing . A 501-93 of the ASTM . Structural Clay Facing Tile . 2102.2 C 212-93 of the ASTM . Structural ...
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