California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 87
Page 2-13
... Earthquake Regulations for Seismic - isolated Structures . - SECTION 1630 - MINIMUM DESIGN LATERAL FORCES AND RELATED EFFECTS 1630.1 Earthquake Loads and Modeling Requirements . 1630.1.1 Earthquake loads . Structures shall be designed ...
... Earthquake Regulations for Seismic - isolated Structures . - SECTION 1630 - MINIMUM DESIGN LATERAL FORCES AND RELATED EFFECTS 1630.1 Earthquake Loads and Modeling Requirements . 1630.1.1 Earthquake loads . Structures shall be designed ...
Page 2-38
... earthquake engineering reports shall be required for all proposed construction . EXCEPTIONS : 1. Reports are not required for one - story , wood- frame and light - steel - frame buildings of Type II or Type V construction and 4,000 ...
... earthquake engineering reports shall be required for all proposed construction . EXCEPTIONS : 1. Reports are not required for one - story , wood- frame and light - steel - frame buildings of Type II or Type V construction and 4,000 ...
Page 2-60
... earthquake engineering reports shall be required for all proposed construction . EXCEPTIONS : 1. Reports are not required for one - story , wood- frame and light - steel - frame buildings of Type V construction and 4,000 square feet ...
... earthquake engineering reports shall be required for all proposed construction . EXCEPTIONS : 1. Reports are not required for one - story , wood- frame and light - steel - frame buildings of Type V construction and 4,000 square feet ...
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