California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-7
California. Division III - WIND DESIGN CACACACAC Division IV - EARTHQUAKE DESIGN DOD CACACAU CACAC ( Text. 1998 CALIFORNIA BUILDING CODE 1615 1621.3 SECTION 1615 - GENERAL Every building or structure and every portion thereof shall be de ...
California. Division III - WIND DESIGN CACACACAC Division IV - EARTHQUAKE DESIGN DOD CACACAU CACAC ( Text. 1998 CALIFORNIA BUILDING CODE 1615 1621.3 SECTION 1615 - GENERAL Every building or structure and every portion thereof shall be de ...
Page 2-38
California. CACACACAVAVAVALAVA Division III - WIND DESIGN CACACAC CAC Division IV - EARTHQUAKE DESIGN E 1 CA ACA. 1615A 1621A.1 1998 CALIFORNIA BUILDING CODE CA JACACACAC SECTION 1615A- GENERAL Every building or structure and every ...
California. CACACACAVAVAVALAVA Division III - WIND DESIGN CACACAC CAC Division IV - EARTHQUAKE DESIGN E 1 CA ACA. 1615A 1621A.1 1998 CALIFORNIA BUILDING CODE CA JACACACAC SECTION 1615A- GENERAL Every building or structure and every ...
Page 2-38
... structure in the direction under consideration . V = the total design lateral force or shear at the base given by Formula ( 30A - 5 ) , ( 30A - 6 ) , ( 30A - 7 ) or ( 30A - 11 ) . = the design story shear in Story x . Vx W ap ...
... structure in the direction under consideration . V = the total design lateral force or shear at the base given by Formula ( 30A - 5 ) , ( 30A - 6 ) , ( 30A - 7 ) or ( 30A - 11 ) . = the design story shear in Story x . Vx W ap ...
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