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Download ACI 318-14 Building Code Requirements for Structural by ACI committee 318 PDF

By ACI committee 318

ACI 318-14 development Code standards for Structural Concrete and Commentary


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Column—member, usually vertical or predominantly vertical, used primarily to support axial compressive load, but that can also resist moment, shear, or torsion. Columns used as part of a lateral-force-resisting system resist combined axial load, moment, and shear. See also moment frame. column capital—enlargement of the top of a concrete column located directly below the slab or drop panel that is cast monolithically with the column. compliance requirements—construction-related code requirements directed to the contractor to be incorporated into construction documents by the licensed design professional, as applicable.

In documents such as ASCE/SEI 7 and the International Building Code, the design displacement is calculated using static or dynamic linear elastic analysis under code-specified actions considering effects of cracked sections, effects of torsion, effects of vertical forces acting through lateral displacements, and modification factors to account for expected inelastic response. The design displacement generally is greater than the displacement calculated from design-level forces applied to a linear-elastic model of the building.

Tendon—in post-tensioned members, a tendon is a complete assembly consisting of anchorages, prestressing reinforcement, and sheathing with coating for unbonded applications or ducts filled with grout for bonded applications. tendon, bonded—tendon in which prestressed reinforcement is continuously bonded to the concrete through grouting of ducts embedded within the concrete cross section. tendon, external—a tendon external to the member concrete cross section in post-tensioned applications. tendon, unbonded—tendon in which prestressed reinforcement is prevented from bonding to the concrete.

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