California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 100
... torsional moment strength provided by con- = = = To T , Ts = Tu Vc Vci = Vcw crete . nominal torsional moment strength . nominal torsional moment strength provided by torsion reinforcement . See Section 1911B.6.9.1 . = factored torsional ...
... torsional moment strength provided by con- = = = To T , Ts = Tu Vc Vci = Vcw crete . nominal torsional moment strength . nominal torsional moment strength provided by torsion reinforcement . See Section 1911B.6.9.1 . = factored torsional ...
Page 103
... torsional moment T1 does not exceed ( 0.5 √f Ex2y ) [ For SI : ( 0.042 √ƒ'Ex2y ) ] , minimum area of shear reinforcement for prestressed ( except as provided in Section 1911B.5.5.4 ) and nonprestressed members shall be computed by For ...
... torsional moment T1 does not exceed ( 0.5 √f Ex2y ) [ For SI : ( 0.042 √ƒ'Ex2y ) ] , minimum area of shear reinforcement for prestressed ( except as provided in Section 1911B.5.5.4 ) and nonprestressed members shall be computed by For ...
Page 104
... torsional moment in a member can occur due to redistribution of internal forces , maximum factored torsional moment Tu may be reduced to ( 4√ƒ'Ex2y / 3 ) [ For SI : ( 0.33 √F ' , Ex2y / 3 ) ] . 1911B.6.3.1 In such a case , the ...
... torsional moment in a member can occur due to redistribution of internal forces , maximum factored torsional moment Tu may be reduced to ( 4√ƒ'Ex2y / 3 ) [ For SI : ( 0.33 √F ' , Ex2y / 3 ) ] . 1911B.6.3.1 In such a case , the ...
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1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength