California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-38
... Ac the combined effective area , in square feet ( m2 ) , of the shear walls ... i , n or x , respectively . As E , Eh Em , Ev Fi , Fn Fx Fp Fpx = Design ... i for use in Formula ( 30A - 10 ) . g = acceleration due to gravity . hi , hn hx ...
... Ac the combined effective area , in square feet ( m2 ) , of the shear walls ... i , n or x , respectively . As E , Eh Em , Ev Fi , Fn Fx Fp Fpx = Design ... i for use in Formula ( 30A - 10 ) . g = acceleration due to gravity . hi , hn hx ...
Page 2-184
... I , 1910A.16.6 Structural steel - encased concrete core . ( 10A - 22 ) 1910A ... I. 1910A.16.7 Spiral reinforcement around structural steel core . A ... Ac = area of concrete section resisting shear transfer , square inches ( mm2 ) ...
... I , 1910A.16.6 Structural steel - encased concrete core . ( 10A - 22 ) 1910A ... I. 1910A.16.7 Spiral reinforcement around structural steel core . A ... Ac = area of concrete section resisting shear transfer , square inches ( mm2 ) ...
Page
... ac- cordance with Section 1630.2.1 : WHERE : R __ = _ 4.4 for racks or portions thereof where lateral stability is ... i ; W ; is the portion of the total weight ; W , which is assigned to Level i ; h ; is the height of Level i above the ...
... ac- cordance with Section 1630.2.1 : WHERE : R __ = _ 4.4 for racks or portions thereof where lateral stability is ... i ; W ; is the portion of the total weight ; W , which is assigned to Level i ; h ; is the height of Level i above the ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
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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