ASTM A496 PDF

A number in parentheses indicates the year of last reapproval. A superscript epsilon e indicates an editorial change since the last revision or reapproval. This standard has been approved for use by agencies of the Department of Defense. Scope 1. It shall be permissible to furnish high strength wire in place of regular wire if mutually agreed to by the purchaser and supplier.

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A number in parentheses indicates the year of last reapproval. A superscript epsilon e indicates an editorial change since the last revision or reapproval. This standard has been approved for use by agencies of the Department of Defense. Scope 1. It shall be permissible to furnish high strength wire in place of regular wire if mutually agreed to by the purchaser and supplier. Within the text the inch-pound units are shown in brackets. The value stated in each system are not exact equivalents; therefore, each system must be used independently of the other.

Referenced Documents 2. Current edition approved Dec. Published December Originally published as A — Last previous edition A — It shall be permissible for the deformations to be raised indented. Ordering Information 4. When deformed wire is ordered to dimensions other than the sizes shown, the nominal dimensions shall be developed from the applicable unit weight per foot of the section. See Supplement S1. NOTE 1—A typical ordering description is as follows: 50 lb deformed steel wire for concrete reinforcement, size No.

Materials and Manufacture.

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ASTM A496/A496M

Document Center Inc. The following bibliographic material is provided to assist you with your purchasing decision: This specification covers deformed steel wires that have been cold-worked by drawing, rolling, or both drawing and rolling, to be used as produced, or in fabricated form, for the reinforcement of concretes. Deformations shall be spaced along the wire at a substantially uniform distance and its average spacing and height shall be determined. Tension tests shall be used to determine the required tensile properties such as tensile strength and yield strength. Bend test shall be performed to determine if the specimen shall withstand being bent at room temperature through right angle without cracking on the outside of the bent portion. Scope 1. It shall be permissible to furnish high-strength wire in place of regular wire if mutually agreed to by the purchaser and manufacturer.

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A496 97.pdf

Arataur Deformed Bar Anchor — Complete Stud Weld These concrete elements are designed following ACI recommendations, but xstm not sure if aatm can write on the drawings that ACI code xx has been used for the design when A is not specified as rebar, although it is specified as deformed wire Sec. Enter between 20 to 4, characters. Red Flag This Post Please let us know here why this post is inappropriate. Deformed Bar Anchor — Standard Sizes. You Might Also Like.

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ASTM A496 PDF

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