By ACI committee 318
ACI 318-14 development Code requisites for Structural Concrete and Commentary
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Additional info for ACI 318-14 Building Code Requirements for Structural Concrete and Commentary
Concrete, steel fiber-reinforced—concrete containing a prescribed amount of dispersed, randomly oriented, discontinuous deformed steel fibers. concrete strength, specified compressive, (fc′)—compressive strength of concrete used in design and evaluated in accordance with provisions of this Code, psi; wherever the quantity fc′ is under a radical sign, the square root of numerical value only is intended, and the result has units of psi. connection—region of a structure that joins two or more members; a connection also refers to a region that joins members of which one or more is precast.
Effective depth of section—distance measured from extreme compression fiber to centroid of longitudinal tension reinforcement. 35 COMMENTARY design displacement—The design displacement is an index of the maximum lateral displacement expected in design for the design-basis earthquake. 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.
Concrete, plain—concrete with no reinforcement or with reinforcement less than the minimum amount specified for reinforced concrete. concrete, precast—concrete element cast elsewhere than its final position in the structure. concrete, prestressed—concrete in which internal stresses have been introduced to reduce potential tensile stresses in concrete resulting from service loads. concrete, reinforced—concrete reinforced with at least the minimum amounts of nonprestressed or prestressed reinforcement required by this Code.
ACI 318-14 Building Code Requirements for Structural Concrete and Commentary by ACI committee 318