California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 83
Page 13
... Formula ( 7-1 ) or Formula ( 7-2 ) . For SI : B , = 0.5 Ap √f'm B , 0.042 A , f'm = B1 = 0.2 Abf v ( 7-1 ) ( 7-2 ) The area Ap shall be the lesser of Formula ( 7-3 ) or Formula ( 7-4 ) and where the projected areas of adjacent anchor ...
... Formula ( 7-1 ) or Formula ( 7-2 ) . For SI : B , = 0.5 Ap √f'm B , 0.042 A , f'm = B1 = 0.2 Abf v ( 7-1 ) ( 7-2 ) The area Ap shall be the lesser of Formula ( 7-3 ) or Formula ( 7-4 ) and where the projected areas of adjacent anchor ...
Page
... Formula ( 8-5 ) or ( 8-6 ) . For SI : Bin Bin = = 1.0Ap √f'm 0.084A , fm Bin = 0.4Afy ( 8-5 ) ( 8-6 ) The area A , shall be the lesser of Formula ( 8-7 ) or ( 8-8 ) and where the projected areas of adjacent anchor bolts overlap , the ...
... Formula ( 8-5 ) or ( 8-6 ) . For SI : Bin Bin = = 1.0Ap √f'm 0.084A , fm Bin = 0.4Afy ( 8-5 ) ( 8-6 ) The area A , shall be the lesser of Formula ( 8-7 ) or ( 8-8 ) and where the projected areas of adjacent anchor bolts overlap , the ...
Page 2-14
... Formula ( 7A - 1 ) or Formula ( 7A - 2 ) . For SI : B1 = B1 = 0.5 Ap √Fm 0.042 Ap √f'm B1 = 0.2 Abfy ( 7A - 1 ) ( 7A - 2 ) The area Ap shall be the lesser of Formula ( 7A - 3 ) or Formula ( 7A - 4 ) and where the projected areas of ...
... Formula ( 7A - 1 ) or Formula ( 7A - 2 ) . For SI : B1 = B1 = 0.5 Ap √Fm 0.042 Ap √f'm B1 = 0.2 Abfy ( 7A - 1 ) ( 7A - 2 ) The area Ap shall be the lesser of Formula ( 7A - 3 ) or Formula ( 7A - 4 ) and where the projected areas of ...
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