California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 79
... welded . Bars with a carbon equivalent ( C.E. ) above 0.75 shall not be welded . Welding shall not be done on or within two bar diameters of any bent por- tion of a bar which has been bent cold . Welding of crossing bars shall not be ...
... welded . Bars with a carbon equivalent ( C.E. ) above 0.75 shall not be welded . Welding shall not be done on or within two bar diameters of any bent por- tion of a bar which has been bent cold . Welding of crossing bars shall not be ...
Page 112
... welded smooth wire fabric forming simple U - stirrups , either : 1. Two longitudinal wires spaced at a 2 - inch ( 51 mm ) spacing along the member at the top of the U. 2. One longitudinal wire located not more than d / 4 from the ...
... welded smooth wire fabric forming simple U - stirrups , either : 1. Two longitudinal wires spaced at a 2 - inch ( 51 mm ) spacing along the member at the top of the U. 2. One longitudinal wire located not more than d / 4 from the ...
Page 113
... Welded splices or mechanical connections used where area of reinforcement provided is at least twice that re- quired by analysis shall meet the following : 1912B.15.4.1 Splices shall be staggered at least 24 inches ( 610 ) mm ) and in ...
... Welded splices or mechanical connections used where area of reinforcement provided is at least twice that re- quired by analysis shall meet the following : 1912B.15.4.1 Splices shall be staggered at least 24 inches ( 610 ) mm ) and in ...
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Common terms and phrases
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