California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-16
... Section 1630.6 . Overturning effects on every element shall be carried down ... comply with Sec- tion 1921.4.4.5 . 2. Reinforced concrete elements designed ... comply with Sections 1921.3.2 and 1921.3.3 . Strength computations for ...
... Section 1630.6 . Overturning effects on every element shall be carried down ... comply with Sec- tion 1921.4.4.5 . 2. Reinforced concrete elements designed ... comply with Sections 1921.3.2 and 1921.3.3 . Strength computations for ...
Page 2-38
... comply with Section 2108A.2.6.2.5 . 5. Steel elements designed primarily as axial - load members shall comply with Sections 2213A.5.2 and 2213A.5.3 . 6. Steel elements designed primarily as flexural members or trusses shall have bracing ...
... comply with Section 2108A.2.6.2.5 . 5. Steel elements designed primarily as axial - load members shall comply with Sections 2213A.5.2 and 2213A.5.3 . 6. Steel elements designed primarily as flexural members or trusses shall have bracing ...
Page 2-49
... comply with Section 1630A.1.2 . 1644A.3 General . Structural systems shall be classified with the requirements of Section 1629A.6 as one of the types listed in Table 16A - N and defined in this section . The system selected for an exist ...
... comply with Section 1630A.1.2 . 1644A.3 General . Structural systems shall be classified with the requirements of Section 1629A.6 as one of the types listed in Table 16A - N and defined in this section . The system selected for an exist ...
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