318M-11 Metric Building Code Requirements for Structural by ACI Committee 318

By ACI Committee 318

The "Building Code specifications for Structural Concrete" ("Code") covers the fabrics, layout, and development of structural concrete utilized in constructions and the place acceptable in nonbuilding buildings. The Code additionally covers the power assessment of latest concrete buildings.

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Wall piers are vertical wall segments. Wall — Member, usually vertical, used to enclose or separate spaces. Wall — Openings in walls create vertical and horizontal wall segments. A horizontal wall segment is shown in Fig. 5. 0. Wall pier — Wall piers are vertical wall segments with dimensions and reinforcement intended to result in shear demand being limited by flexural yielding of the vertical reinforcement in the pier. org STRUCTURAL CONCRETE BUILDING CODE (ACI 318M-11) AND COMMENTARY CODE 41 COMMENTARY Welded wire reinforcement — Reinforcing elements consisting of carbon-steel plain or deformed wires, fabricated into sheets or rolls in accordance with ASTM A1064M; or reinforcing elements consisting of stainless-steel plain or deformed wires fabricated into sheets or rolls conforming to ASTM A1022M.

Jacking force — In prestressed concrete, temporary force exerted by device that introduces tension into prestressing steel. Joint — Portion of structure common to intersecting members. 1. See Chapter 21. org STRUCTURAL CONCRETE BUILDING CODE (ACI 318M-11) AND COMMENTARY CODE 35 COMMENTARY licensing laws of the state or jurisdiction in which the project is to be constructed and who is in responsible charge of the structural design; in other documents, also referred to as registered design professional.

3. Concrete — Mixture of portland cement or any other hydraulic cement, fine aggregate, coarse aggregate, and water, with or without admixtures. Concrete, all-lightweight — Lightweight concrete containing only lightweight coarse and fine aggregates that conform to ASTM C330M. Concrete, lightweight — Concrete containing lightweight aggregate and an equilibrium density, as determined by ASTM C567, between 1440 and 1840 kg/m3. Concrete, lightweight — In 2000, ASTM C567 adopted “equilibrium density” as the measure for determining compliance with specified in-service density requirements.

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