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

By ACI committee 318

ACI 318-14 construction Code requisites for Structural Concrete and Commentary

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Calculated out-of-plane deflection at midheight of wall due to factored loads, in. = design story drift of story x, in. = maximum deflection, during first load test, measured 24 hours after application of the full test load, in. = maximum deflection, during second load test, measured 24 hours after application of the full test load. Deflection is measured relative to the position of the structure at the beginning of the second load test, in. 3—Terminology adhesive—chemical components formulated from organic polymers, or a combination of organic polymers and inorganic materials that cure if blended together.

Anchor group—For all potential failure modes (steel, concrete breakout, pullout, side-face blowout, and pryout), only those anchors susceptible to a particular failure mode should be considered when evaluating the strength associated with that failure mode. anchor pullout strength—the strength corresponding to the anchoring device or a major component of the device sliding out from the concrete without breaking out a substantial portion of the surrounding concrete. anchorage device—in post-tensioned members, the hardware used to transfer force from prestressed reinforcement to the concrete.

Anchor—a steel element either cast into concrete or post-installed into a hardened concrete member and used to transmit applied loads to the concrete. 5 times the anchor diameter, that transfers loads to the concrete by bond between the anchor and the adhesive, and bond between the adhesive and the concrete. anchor, cast-in—headed bolt, headed stud, or hooked bolt installed before placing concrete. anchor, expansion—post-installed anchor, inserted into hardened concrete that transfers loads to or from the concrete by direct bearing or friction, or both.

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