California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-35
... distance to seismic source shall be taken as the minimum distance between the site and the area described by the vertical projection of the source on the surface ( i.e. , surface projection of fault plane ) . The surface projection need ...
... distance to seismic source shall be taken as the minimum distance between the site and the area described by the vertical projection of the source on the surface ( i.e. , surface projection of fault plane ) . The surface projection need ...
Page 2-184
... distance equal to or greater than 5 diameters , may use L or J bolts . 2The tabulated values are for anchors installed at the specified spacing and edge distances . Such spacing and edge distances may be reduced 50 percent with an equal ...
... distance equal to or greater than 5 diameters , may use L or J bolts . 2The tabulated values are for anchors installed at the specified spacing and edge distances . Such spacing and edge distances may be reduced 50 percent with an equal ...
Page 2-13
... distance between parallel bars , except in columns , shall not be less than the nominal diameter of the bars or 1 inch ( 25 mm ) , except that bars in a splice may be in contact . This clear distance require- ment applies to the clear ...
... distance between parallel bars , except in columns , shall not be less than the nominal diameter of the bars or 1 inch ( 25 mm ) , except that bars in a splice may be in contact . This clear distance require- ment applies to the clear ...
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