By Committee 318
The "Building Code specifications for Structural Concrete" ("Code") covers the fabrics, layout, and building of structural concrete utilized in constructions and the place appropriate in nonbuilding buildings. The Code additionally covers the energy evaluate of latest concrete buildings.
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Additional info for Building Code Requirements for Structural Concrete and Commentary (ACI 318-08, ISO 19338:2007)
Spacing of welded intersections shall not exceed 16 in. 2. Deformed wire larger than D-31 is permitted when used in welded wire reinforcement conforming to ASTM A497, but shall be treated as plain wire for development and splice design. 7 — Welded deformed wire reinforcement should be made of wire conforming to ASTM A497, which specifies a minimum yield strength of 70,000 psi. 35 percent. 8 — Galvanized reinforcing bars shall conform to ASTM A767. Epoxy-coated reinforcing bars shall comply with ASTM A775 or with ASTM A934.
Prestressing steel — High-strength steel element such as wire, bar, or strand, or a bundle of such elements, used to impart prestress forces to concrete. Pretensioning — Method of prestressing in which prestressing steel is tensioned before concrete is placed. Reinforced concrete — Structural concrete reinforced with no less than the minimum amounts of prestressing steel or nonprestressed reinforcement specified in Chapters 1 through 21 and Appendixes A through C. 5, excluding prestressing steel unless specifically included.
Welded wire reinforcement — Reinforcing elements consisting of carbon-steel plain or deformed wires, conforming to ASTM A82 or A496, respectively, fabricated into sheets or rolls in accordance with ASTM A185 or A497, respectively; or reinforcing elements consisting of stainless-steel plain or deformed wires fabricated into sheets or rolls conforming to ASTM A1022. Wobble friction — In prestressed concrete, friction caused by unintended deviation of prestressing sheath or duct from its specified profile.