California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-138
... permitted in slab systems without beams only in accordance with the following : 1913.4.2.1 Openings of any size shall be permitted in the area common to intersecting middle strips , provided total amount of re- inforcement required for ...
... permitted in slab systems without beams only in accordance with the following : 1913.4.2.1 Openings of any size shall be permitted in the area common to intersecting middle strips , provided total amount of re- inforcement required for ...
Page 2-184
... permitted to use a circular section with a diameter equal to the least lateral dimension of the actual shape . 1910A.8.4 Limits of section . For a compression member with a cross section larger than required by considerations of loading ...
... permitted to use a circular section with a diameter equal to the least lateral dimension of the actual shape . 1910A.8.4 Limits of section . For a compression member with a cross section larger than required by considerations of loading ...
Page 2-184
... permitted . 1913A.7.2.6 Where slab - beams are analyzed separately , deter- mination of moment at a given support assuming that the slab- beam is fixed at any support two panel distance there from shall be permitted , provided the slab ...
... permitted . 1913A.7.2.6 Where slab - beams are analyzed separately , deter- mination of moment at a given support assuming that the slab- beam is fixed at any support two panel distance there from shall be permitted , provided the slab ...
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