California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-149
... Nonprestressed reinforcement conforming to Section 1903.5.3 , if used with prestressing tendons , shall be permitted to be considered to contribute to the tensile force and to be included in moment strength computations at a stress ...
... Nonprestressed reinforcement conforming to Section 1903.5.3 , if used with prestressing tendons , shall be permitted to be considered to contribute to the tensile force and to be included in moment strength computations at a stress ...
Page 2-184
... non- prestressed precast flexural member meets the requirements of Table 19A - C - 1 , deflection need not be computed . If the thickness of a nonprestressed composite member meets the requirements of Table 19A - C - 1 , it is not ...
... non- prestressed precast flexural member meets the requirements of Table 19A - C - 1 , deflection need not be computed . If the thickness of a nonprestressed composite member meets the requirements of Table 19A - C - 1 , it is not ...
Page 2-184
... nonprestressed members : Ac 1911A.6.2.5 In prestressed members , sections located less than a distance h / 2 from the face of a support shall be designed for not less than the torsion Tu computed at a distance h / 2 . If a concen ...
... nonprestressed members : Ac 1911A.6.2.5 In prestressed members , sections located less than a distance h / 2 from the face of a support shall be designed for not less than the torsion Tu computed at a distance h / 2 . If a concen ...
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