California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 89
... nonprestressed tension reinforcement , square in- ches ( mm2 ) . = area of compression reinforcement , square inches ( mm2 ) . b = width of compression face of member , inches ( mm ) . d = distance from extreme compression fiber to ...
... nonprestressed tension reinforcement , square in- ches ( mm2 ) . = area of compression reinforcement , square inches ( mm2 ) . b = width of compression face of member , inches ( mm ) . d = distance from extreme compression fiber to ...
Page 95
... nonprestressed tension reinforcement , square in- ches ( mm2 ) . M2b Ask Ast = total area of longitudinal reinforcement ( bars or steel shapes ) , square inches ( mm2 ) . = area of skin reinforcement per unit height in one side face ...
... nonprestressed tension reinforcement , square in- ches ( mm2 ) . M2b Ask Ast = total area of longitudinal reinforcement ( bars or steel shapes ) , square inches ( mm2 ) . = area of skin reinforcement per unit height in one side face ...
Page 126
... Nonprestressed reinforcement conforming to Section 1903B.5.3 , Items 2 through 10 , if used with prestressing tendons , may be considered to contribute to the tensile force and may be in- cluded in moment strength computations at a ...
... Nonprestressed reinforcement conforming to Section 1903B.5.3 , Items 2 through 10 , if used with prestressing tendons , may be considered to contribute to the tensile force and may be in- cluded in moment strength computations at a ...
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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