California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-16
... elements in the manner prescribed in Section 1630.6 . Overturning effects on every element shall be carried down to the foundation . See Sections 1612 and 1633 for combining gravity and seismic forces . 1630.8.2 Elements supporting ...
... elements in the manner prescribed in Section 1630.6 . Overturning effects on every element shall be carried down to the foundation . See Sections 1612 and 1633 for combining gravity and seismic forces . 1630.8.2 Elements supporting ...
Page 2-20
... elements shall be consid- ered when assessing whether a structure shall be designated regu- lar or irregular in Section 1629.5.1 . 1633.2.4.2 Exterior elements . Exterior nonbearing , nonshear wall panels or elements that are attached ...
... elements shall be consid- ered when assessing whether a structure shall be designated regu- lar or irregular in Section 1629.5.1 . 1633.2.4.2 Exterior elements . Exterior nonbearing , nonshear wall panels or elements that are attached ...
Page 2-38
... elements used to resist lateral seismic forces . Spe- cial framing requirements are given in this section and in Chapters 19A through 23A . 1633A.2.2 Detailing for combinations of systems . For compo- nents common to different ...
... elements used to resist lateral seismic forces . Spe- cial framing requirements are given in this section and in Chapters 19A through 23A . 1633A.2.2 Detailing for combinations of systems . For compo- nents common to different ...
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