California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-38
... diaphragms are given in Sec- tion 1633A.2.9 . Diaphragm deformation shall be considered in the design of the supported walls . 1633A.2.8.1 Out - of - plane wall anchorage to flexible dia- phragms . This section shall apply in Seismic ...
... diaphragms are given in Sec- tion 1633A.2.9 . Diaphragm deformation shall be considered in the design of the supported walls . 1633A.2.8.1 Out - of - plane wall anchorage to flexible dia- phragms . This section shall apply in Seismic ...
Page 2-2
... diaphragm . The base material thickness of steel deck for diaphragms shall not be less than 0.0359 inch ( 0.9 mm ) ( 20 gage ) , unless tests ac- ceptable to the enforcement agency have been performed . Weld washers shall be used for ...
... diaphragm . The base material thickness of steel deck for diaphragms shall not be less than 0.0359 inch ( 0.9 mm ) ( 20 gage ) , unless tests ac- ceptable to the enforcement agency have been performed . Weld washers shall be used for ...
Page 2-7
... diaphragm . Permissible deflection shall be that deflection up to which the diaphragm and any attached distributing or resisting element will maintain its structural integrity under assumed load conditions , i.e. , continue to support ...
... diaphragm . Permissible deflection shall be that deflection up to which the diaphragm and any attached distributing or resisting element will maintain its structural integrity under assumed load conditions , i.e. , continue to support ...
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