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318-14 and 318.2 public dialogue draft UNprotected

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1 — Three articles of the AASHTO LRFD Specifications for Highway Bridge Design and one article of the AASHTO LRFD Construction Specifications are cited in Chapters 2 and 25 of this Code. 1(b). 2 were specified in Chapter 19 of the ACI 318 Building Code. 2 contains qualification requirements for testing and evaluating post-installed expansion and undercut anchors for use in both cracked and uncracked concrete. 4 contains qualification requirements for testing and evaluating adhesive anchors for use in both cracked and uncracked concrete.

5 — In Seismic Design Categories D, E, and B, C, D, E, or F, structural members assumed not to be part F, structural members not considered part of the of the seismic-force-resisting system shall be permitted, seismic-force-resisting system are required to be provided their effect on the response of the system is designed to accommodate drifts and forces that considered and accommodated in the structural design. occur as the building responds to an earthquake. Consequences of damage to structural and nonstructural Interaction of nonstructural elements with the members that are not a part of the seismic-force-resisting structural system, for example, the short-column system shall be considered.

2––Possible orientations of overhead, upwardly inclined, or horizontal anchors. 3 4 anchor, expansion —Expansion anchors may be torque-controlled, where the expansion is achieved by a torque 5 acting on the screw or bolt; or displacement controlled, where the expansion is achieved by impact forces acting on 6 a sleeve or plug and the expansion is controlled by the length of travel of the sleeve or plug. 7 anchor group — For all potential failure modes (steel, concrete breakout, pullout, side-face blowout, and pryout), 8 only those anchors susceptible to a particular failure mode should be considered when evaluating the strength 9 associated with that failure mode.

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318-14 and 318.2 public discussion draft UNprotected by ACI Committee 318


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