ASTM A497 PDF

Under the state specification for concrete reinforcement, ASTM A is called out. This specification uses deformed steel wire under A Under the. ASTM A/AM [ Withdrawn ]. Standard Specification for Steel Welded Wire Reinforcement, Deformed, for Concrete (Withdrawn ). ASTM A & A TESTING FIXTURE – Application. This testing device is used to determine the shear strength of the welds of welded wire fabric. As it regards.

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Welded plain wire fabric for concrete reinforcement.

ASTM A497 Tensile Welded Steel Wire Test Equipment

Welded intersections shall astj be spaced farther apart than 12 in. Where sections within Chapters 2 through 7 of ACI are referenced in other chapters and appendices of ACIthe a49 of Sections through of this code shall apply. A Class A minimum coating thickness is required for wire and welded wire fabric intended for use as reinforcement in concrete and masonry.

The development length l d used to obtain lap length should be based on f y because the splice classifications already reflect any excess reinforcement at the splice location; therefore, the factor of To meet the standard set by ASTM, the steel wire that is being s497 must meet the tensile, bend, and weld shear strength requirements.

For structures assigned to Seismic Design Category D, E or F, a statement if slab on grade is designed as a structural diaphragm see Section TestResources specializes in test equipment, machines and fixtures that are used in material testing.

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Anchorage length of reinforcement and location and length of lap splices. It shall be permissible to furnish high-strength wire atsm place of regular wire if mutually agreed to by the aa497 and the supplier. Except for the provisions of Section andthe design and construction of slabs on grade shall not be governed by this chapter unless they transmit vertical loads or lateral forces from other parts of the structure to the soil.

Reinforcement shall comply with ACISection 3.

Within the text the inch-pound units are shown in parenthesis. The tolerance for minimum concrete cover of 7.

We will work with you to guarantee a test machine that fits your application. Note The coating applicator is identified throughout this specification as the manufacturer. The magnitude and location or prestressing forces.

Awtm a question about conducting the test for this standard? Development of deformed bars and deformed wire in compression. A limit of 2. Within the text the inch-pound units are shown in brackets.

ASTM A & A TESTING FIXTURE

Within the text the inch-pound units are shown in parentheses. Within the text, the inch-pound units are shown in brackets. For splices in columns with offset bars, Fig. The stress in the unspliced reinforcement shall be taken as f y times the ratio of the shortest length embedded beyond the section to l dbut not greater than f y.

Development of deformed bars and deformed wire in tension. The wire reinforcement industry prefers the term “welded a97 reinforcement” WWF as being more representative of the range of products being manufactured. Type and location of mechanical and welded splices of reinforcement. Note 1-Welded wire for concrete reinforcement has been described by various terms: The equation is based on the expression for development length previously endorsed by Committee It shall be permitted to reduce the development length in accordance with Bends with inside diameter of less than 8db shall not be less than 4db from nearest welded intersection.

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The value stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Details and locations of contraction or isolation joints specified for plain concrete.

When multiple bars located in the same place are spliced at the same section, the clear spacing is the minimum clear distance between the adjacent splices. Yield strength of welded plain wire fabric shall be considered developed by embedment of two cross wires with the closer cross wire not less than z497 in.

The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other except as specifically noted in. Combining values may result in nonconformance with the specification.