California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
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Page 79
... Wire , Deformed , for Concrete Reinforcement . For deformed reinforcing wire , see ASTM A 615 , A 616 , A 617 , A 706 , A 767 or A 775 . For deformed wire for concrete reinforcement , see ASTM A 496 , except that wire shall not be ...
... Wire , Deformed , for Concrete Reinforcement . For deformed reinforcing wire , see ASTM A 615 , A 616 , A 617 , A 706 , A 767 or A 775 . For deformed wire for concrete reinforcement , see ASTM A 496 , except that wire shall not be ...
Page 111
... wire fabric , with no cross wires within the development length , shall be determined as for deformed wire . 1912B.8 Development of Welded Smooth Wire Fabric in Ten- sion . Yield strength of welded smooth wire fabric shall be consid ...
... wire fabric , with no cross wires within the development length , shall be determined as for deformed wire . 1912B.8 Development of Welded Smooth Wire Fabric in Ten- sion . Yield strength of welded smooth wire fabric shall be consid ...
Page 112
... 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 compression face and ...
... 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 compression face and ...
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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