California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 49
Page 2-100
... Deformed reinforcements . 1903.5.3.1 ASTM A 615 , A 616 , A 617 , A 706 , A 767 and A 775 , Reinforcing Bars for Concrete . 1903.5.3.2 Deformed reinforcing bars with a specified yield strength f exceeding 60,000 psi ( 413.7 MPa ) may be ...
... Deformed reinforcements . 1903.5.3.1 ASTM A 615 , A 616 , A 617 , A 706 , A 767 and A 775 , Reinforcing Bars for Concrete . 1903.5.3.2 Deformed reinforcing bars with a specified yield strength f exceeding 60,000 psi ( 413.7 MPa ) may be ...
Page 2-184
... Deformed Bars and Deformed Wire in Tension . 1912A.2.1 Development length , la , in terms of diameter , dh , for deformed bars and deformed wire in tension shall be determined from either Section 1912A.2.2 or 1912A.2.3 , but la shall ...
... Deformed Bars and Deformed Wire in Tension . 1912A.2.1 Development length , la , in terms of diameter , dh , for deformed bars and deformed wire in tension shall be determined from either Section 1912A.2.2 or 1912A.2.3 , but la shall ...
Page 2-184
... deformed bars , or 3. 0.0012 for welded wire fabric ( plain or deformed ) not larger than W31 or D31 . 1914A.3.3 Minimum ratio of horizontal reinforcement area to gross concrete area shall be : 1. 0.0020 for deformed bars not larger ...
... deformed bars , or 3. 0.0012 for welded wire fabric ( plain or deformed ) not larger than W31 or D31 . 1914A.3.3 Minimum ratio of horizontal reinforcement area to gross concrete area shall be : 1. 0.0020 for deformed bars not larger ...
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