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 appropriate in nonbuilding buildings. The Code additionally covers the energy review of latest concrete buildings.

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Additional info for 318M-11 Metric Building Code Requirements for Structural Concrete and Commentary

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This demonstration of compliance will ordinarily be furnished by the device manufacturer. 3. 8 are intended to result in a special moment frame constructed using precast concrete having minimum strength and toughness equivalent to that for a special moment frame of castin-place concrete. Spiral reinforcement — Continuously wound reinforcement in the form of a cylindrical helix. Splitting tensile strength (fct ) — Tensile strength of concrete determined in accordance with ASTM C496M as described in ASTM C330M.

Tendon — In pretensioned applications, the tendon is the prestressing steel. In post-tensioned applications, the tendon is a complete assembly consisting of anchorages, prestressing steel, and sheathing with coating for unbonded applications or ducts with grout for bonded applications. 005. Tie — Loop of reinforcing bar or wire enclosing longitudinal reinforcement. A continuously wound bar or wire in the form of a circle, rectangle, or other polygon shape without re-entrant corners is acceptable.

In some cases, “special” details or assemblages are developed that combine various wedges and wedge plates for anchoring prestressing steel. These informal designations as standard anchorage devices or special anchorage devices have no direct relation to the Code and AASHTO “Standard Specifications for Highway Bridges” classification of anchorage devices as Basic Anchorage Devices or Special Anchorage Devices. Anchorage zone — In post-tensioned members, the portion of the member through which the concentrated prestressing force is transferred to the concrete and distributed more uniformly across the section.

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