By ACI Committee 318
318-14 and 318.2 public dialogue draft UNprotected
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Extra info for 318-14 and 318.2 public discussion draft UNprotected
8 moment frame — Frame in which beams, slabs, columns, and joints resist forces predominantly through flexure, 9 shear, and axial force; Beams or slabs are predominantly horizontal or nearly horizontal; Columns are 10 predominantly vertical or nearly vertical. 3. 4. 8. 9. 17 net tensile strain — The tensile strain at nominal strength exclusive of strains due to effective prestress, creep, 18 shrinkage, and temperature. 19 nodal zone — Volume of concrete around a node that is assumed to transfer strut-and-tie forces through the node.
This draft is for public review and comment. 1 — This chapter shall apply to design of structural This chapter was added to the 2014 Code to concrete in structures or portions of structures defined in introduce Chapter 1. Requirements more stringent than the Code structural provisions may system be requirements. desirable for construction or construction where performance is appropriate. The unusual enhanced Code and Commentary must be supplemented with sound engineering knowledge, experience, and judgment.
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. 38 This draft is not final and is subject to revision. This draft is for public review and comment. 10. 4 — The ASTM standards listed are the latest editions at the time these code provisions were adopted.