Transcription of STRUCTURAL WELDED WIRE REINFORCEMENT
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STRUCTURAL WELDED WIRE REINFORCEMENT
STRUCTURAL WELDEDWIRE REINFORCEMENTWIRE REINFORCEMENT INSTITUTE, Main Street Suite 300 Hartford, CT 06103 (800) 552-4 WRI [4974] Set in ConcreteWIRE REINFORCEMENT INSTITUTE MANUAL OFSTANDARD PRACTICE12 Manual ofStandard PracticeStructural WeldedWire ReinforcementIncludes latest developments on use of WWRunder American Concrete Institute Building Code 318 Prepared under direction of the technical committees of theWire REINFORCEMENT Institute, IncorporatedPhoto Captions for Front Cover Photos1 Jacking bars are used to properly position WWRafter ready mix trucks leave and before screeding takes Properly positioning two layers of WWR onsteel Main Street, Suite 300 Hartford, CT 06103 Phone: (800) 522-4 WRI [4974]Fax: (860) of Wire Description .. Size Designation .. and Process .. Quantity Requirements .. Sizes .. Project Needs .. and Coating .. Strength (elongation test criteria) .. Shear Strength .. Code Requirementsfor Reinforced Concrete (ACI 318).
“D”denotes a deformed wire. The number following the letter gives the cross-sectional area in hundredths of a square inch.For instance, wire designation W4 would indi-cate a plain wire with a cross-sectional area of 0.04 sq. in.; a D10 wire would indicate a deformed wire with a cross-sectional area of 0.10 sq. in. The size of wires in welded
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