California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 81
Page 2-109
... conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 . Lateral reinforcement requirements for prestressing tendons shall con- form to ...
... conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 . Lateral reinforcement requirements for prestressing tendons shall con- form to ...
Page 2-163
... conform to Sec- tion 1921.2.6.1 . 1921.6.7 Boundaries of structural diaphragms . 1921.6.7.1 Boundary elements of structural diaphragms shall be proportioned to resist the sum of the factored axial force acting in the plane of the ...
... conform to Sec- tion 1921.2.6.1 . 1921.6.7 Boundaries of structural diaphragms . 1921.6.7.1 Boundary elements of structural diaphragms shall be proportioned to resist the sum of the factored axial force acting in the plane of the ...
Page 2-184
... conform to the provisions of Sections 1907A.10.4 and 1907A.10.5 and , where shear or torsion reinforcement is required , shall also conform to provisions of Section 1911A . 1907A.10.2 Lateral reinforcement requirements for composite ...
... conform to the provisions of Sections 1907A.10.4 and 1907A.10.5 and , where shear or torsion reinforcement is required , shall also conform to provisions of Section 1911A . 1907A.10.2 Lateral reinforcement requirements for composite ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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