1、 ERRATA as of October 9, 2015 ACI 318M-14 Building Code Requirements for Structural Concrete and Commentary (Metric Version) 1st printing Reported by ACI Committee 318 9.7.3.8.3, page 143, revise as: At simple supports and points of inflection, db for positive moment tension reinforcement shall be l
2、imited such that d for that reinforcement 17.2.3.4.3(d), p. 224, revise as: (d) The anchor or group of anchors shall be designed for the maximum tension obtained from design load combinations that include E, with the horizontal component of E increased by o. The anchor design tensile strength shall
3、satisfy the shear strength requirements of 17.3.1.1. 17.2.3.5.3(c), p. 227, revise as: (c) The anchor or group of anchors shall be designed for the maximum shear obtained from design load combinations that include E, with the horizontal component of E increased by o. The anchor design shear strength
4、 shall satisfy the shear strength requirements of 17.3.1.1. 17.5.3.1, page 258, In the last sentence of 17.5.3.1, revise as: In Eq. (17.5.3.1a) and (17.5.3.1b), kcp = 1.0 for hef 2.5 mm 65 mm. 22.8.3.2, page 378, Table 22.8.3.2: Ag should be A1 at the end of Eq. (22.8.3.2(a). Geometry of bearing area Bn Supporting surface is wider on all sides than the loaded area Lesser of (a) and (b) 21/ (0.85 gcA A f A 1)(a) 2(0.85fcA1) (b) Other cases 0.85fcA1 (c) Appendix A, replace all tables in Appendix A with the ones provided below
