By ACI Committee 318
318-14 and 318.2 public dialogue draft UNprotected
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Extra resources for 318-14 and 318.2 public discussion draft UNprotected
ACI 318-14 Chapter 4 – Structural System Requirements CODE provided. 5 — Distribution of forces that act perpendicular to to the moment continuity created by the connections the plane of precast members shall be established by analysis after erection. or test. 1 — Design of prestressed members and systems shall Prestressing, as used in the Code, may apply to be based on strength and on behavior at service conditions at pretensioning, bonded post-tensioning, or unbonded all critical stages during the life of the structure from the post-tensioning.
2 span length — Distance between supports. 3 special seismic systems – Structural systems that use special moment frames, special structural walls, or both. 4 specialty insert — Predesigned and prefabricated cast-in anchors specifically designed for attachment of bolted or 5 slotted connections. 6 spiral reinforcement — Continuously wound reinforcement in the form of a cylindrical helix. 7 splitting tensile strength (fct) — Tensile strength of concrete determined in accordance with ASTM C496 as 8 described in ASTM C330.
21 headed deformed bars — The bearing area of a headed deformed bar is, for the most part, perpendicular to the bar 22 axis. In contrast, the bearing area of the head of headed stud reinforcement is a nonplanar spatial surface of 23 revolution, as shown in Fig. 1. The two types of reinforcement differ in other ways. The shanks of headed 24 studs are smooth, not deformed as with headed deformed bars. The minimum net bearing area of the head of a 25 headed deformed bar is permitted to be as small as four times the bar area.