California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-23
... type , Type Sp shall be used . Soil Pro- file Type SE need not be assumed unless the building official deter- mines that Soil Profile Type SE may be present at the site or in the event that Type SE is established by geotechnical data ...
... type , Type Sp shall be used . Soil Pro- file Type SE need not be assumed unless the building official deter- mines that Soil Profile Type SE may be present at the site or in the event that Type SE is established by geotechnical data ...
Page 2-38
... type , Type Sp shall be used . Soil Pro- file Type SE need not be assumed unless the building official deter- mines that Soil Profile Type SE may be present at the site or in the event that Type SE is established by geotechnical data ...
... type , Type Sp shall be used . Soil Pro- file Type SE need not be assumed unless the building official deter- mines that Soil Profile Type SE may be present at the site or in the event that Type SE is established by geotechnical data ...
Page 8
... type joints = 0.65 Slip - critical joints 0 = 1.0 A307 bolts : Tensile strength $ = 0.75 = 0.60 Shear strength in bearing - type joints Substitute the following for Section 7 in Part I in its entirety : 7 . REQUIREMENTS FOR ORDINARY ...
... type joints = 0.65 Slip - critical joints 0 = 1.0 A307 bolts : Tensile strength $ = 0.75 = 0.60 Shear strength in bearing - type joints Substitute the following for Section 7 in Part I in its entirety : 7 . REQUIREMENTS FOR ORDINARY ...
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