California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-172
... apply only to the provisions of this section : Ag = gross area of section , square inches ( mm2 ) . Α1 = loaded area ... apply . 1926.1.3 All applicable provisions of this code for nonpres- tressed concrete , except Section 1908.4 ...
... apply only to the provisions of this section : Ag = gross area of section , square inches ( mm2 ) . Α1 = loaded area ... apply . 1926.1.3 All applicable provisions of this code for nonpres- tressed concrete , except Section 1908.4 ...
Page 2-184
... apply to structures incorporating precast concrete structural mem- bers . 1916A.2 General . 1916A.2.1 Design of precast members and connections shall include loading and restraint conditions from initial fabrication to end use in the ...
... apply to structures incorporating precast concrete structural mem- bers . 1916A.2 General . 1916A.2.1 Design of precast members and connections shall include loading and restraint conditions from initial fabrication to end use in the ...
Page 2-184
... apply to members pre- stressed with wire , strands or bars conforming to provisions for prestressing tendons . 1918A.1.2 All provisions of this code not specifically excluded , and not in conflict with provisions of this section , shall ...
... apply to members pre- stressed with wire , strands or bars conforming to provisions for prestressing tendons . 1918A.1.2 All provisions of this code not specifically excluded , and not in conflict with provisions of this section , shall ...
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