ACI 349.2R ERTA-2007 Concrete Capacity Design (CCD) Method-Embedment Design Examples《混凝土容量设计(CCD)方法.埋置设计示例》.pdf

《ACI 349.2R ERTA-2007 Concrete Capacity Design (CCD) Method-Embedment Design Examples《混凝土容量设计(CCD)方法.埋置设计示例》.pdf》由会员分享，可在线阅读，更多相关《ACI 349.2R ERTA-2007 Concrete Capacity Design (CCD) Method-Embedment Design Examples《混凝土容量设计(CCD)方法.埋置设计示例》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Page 1 of 3 ERRATA ACI 349.2R-07 Concrete Capacity Design (CCD) MethodEmbedment Design Examples 1stprinting Reported by ACI Committee 349 Page 3, notation c,Prevised as: c,P= factor used to modify pullout strength.see D.5.3.6 D.5.3.5 Page 9, Step 2, Design Procedure column, 2ndparagraph under D.6.2.

2、3, revised as: See definition in D.0 D.6.2.2 for limits on le. Page 9, Step 2, Calculation column, 1stline after Eq. (D-24), revised as: Definition in D.0 Page 10, Step 3, 1stline in Code Section column revised as: D6.3 D.6.3 Page 15, Step 5, Design Procedure column, 2ndparagraph under D.6.2.3, revi

3、sed as: See definition in D.0 D.6.2.2 for limits on le. Page 15, Step 5, Calculation column, 2ndline after Eq. (D-24), revised as: Definition in D.0 Page 16, Step 9, Code Section column revised as: D6.2.3 D.6.2.3 Page 18, Step 1, 7thline in Code Section column revised as: D4.5.a D.4.5.a Page 2 of 3

4、Page 20, Step 4, Code Section column revised as: D5.4 D.5.4 Page 20, Step 5, Design Procedure column, 2ndparagraph under D.6.2.2, revised as: See definition in D.0 D.6.2.2 for limits on le. Page 20, Step 5, Calculation column, 2ndline after Eq. (D-23), revised as: Definition in D.0 Page 23, Step 1,

5、4thline in Code Section column revised as: D5.1 D.5.1 Page 25, Step 1, Code Section column revised as: D5.4.1 D.5.4.1 Page 27, Step 1, 4thline in Code Section column revised as: D5.1 D.5.1 Page 28, Step 2, Design Procedure column, 1stparagraph revised as: Refer to Fig. RD.5.1 RD.5.2.1 in Commentary

6、Page 29, Step 4, Code Section column revised as: D5.4.1 D.5.4.1 Page 33, Step 1, 4thline in Code Section column revised as: D5.1.2 D.5.1.2 Page 33, Step 2, Design Procedure column, 2ndparagraph under D.5.2.1 revised as: Refer to Fig. RD.5.1 RD.5.2.1 in Commentary Page 39, Step 4, Code Section column

7、 revised as: D5.4.1 D.5.4.1 Page 3 of 3 Page 40, Step 5, Design Procedure column, 1stparagraph revised as: Per the note on Fig. D.6.2.1(b) RD.6.2.1(b) of the Commentary Page 46, Step 5, Code Section column revised as: D5.4 D.5.4 Page 61, Example B4(a), footnote at bottom revised as: *Stud material isand meets the tensile strength of requirements of D.5.1.2 and D.6.2.1.2 D.6.1.2 Updated on 11/12/07 4:20 p.m.