AISC DESIGN GUIDE 2 ERTA-2012 Steel and Composite Beams with Web Openings.pdf

1、Revisions and Errata List AISC Steel Design Guide 2, 2ndPrinting (Printed Copy) October 15, 2012 The following list represents corrections to the second printing of AISC Design Guide 2, Steel and Composite Beams with Web Openings. Page(s) Item 18 In Table 4.2 under the subheading Calculate maximum s

2、hear capacity, the equations for are missing a factor of 2. They should read as follows: “For the bottom tee, use. 2rr pbbPd V s .” “For the top tee, use 2 rr pttPd V s.” 26 In the left column under the subheading Maximum shear capacity, the line beginning “Using Eq. 3-13 or Fig. A.2” should read as

3、 follows: “Using Eq. 3-13 or Fig. A.2 with 0 and = 5.63, 0.333 .” 27 In the right column, third full paragraph, last line, replace the equation fornnsF A with 380.75 0.6 58 ksi in. 120 in. 196 kips 52.7 OK.nnsFA 37 In the right column under the heading, High moment-shear ratio, the name “Clauson” sh

4、ould be replaced by the name, “Clawson” in the second line. Also in this paragraph, the reference, “Clauson & Darwin 1982” should be replaced with “Clawson & Darwin 1982a.” 38 In the right column, second paragraph under Failure, “Clawson & Darwin 1982” should be replaced with “Clawson & Darwin 1982a

5、.” 38 In the right column, fourth paragraph under Failure, “Clawson & Darwin 1982” should be replaced with “Clawson & Darwin 1982a.” 39 In the left column, first paragraph under c. Shear connectors and bridging, “Donahey & Darwin 1986b” should be replaced with “Donahey & Darwin 1986.” 40 In the left

6、 column, third paragraph under h. Load and resistance factors, the following changes should be made: line 9 “83 test specimens” should be replaced with “85 test specimens” and “24 steel beams” should be replaced with “29 steel beams” line 10 “14 with rectangular openings” should be replaced with “19

7、 with rectangular openings” line 14 “22 steel beams with reinforced openings” should be replaced with “21 steel beams with reinforced openings” line 16 “Cooper & Snell 1977” should be replaced with “Cooper et al. 1977” line 17 “23 composite beams with ribbed slabs and unreinforced openings” should b

8、e replaced with “21 composite beams with ribbed slabs and unreinforced openings” 41 In the upper left paragraph, second and third line, “Clawson & Darwin 1982” should be replaced with “Clawson & Darwin 1982a” and “Clawson & Darwin 1983” should be replaced with “Clawson & Darwin 1982b.” 41 In the cap

9、tion for Figure 5.10, “Darwin & Donahey 1986” should be replaced with “Donahey & Darwin 1986.” 47 In the left column, second line from the bottom, the variable “dd” should be replaced with the variable “dl.” 47 In the right column, top line, a parenthesis should be added after the Pcldlterm. 51 In t

10、he first paragraph, third line, under 6.3 APPROXIMATE PROCEDURE, “ASCE (1973)” should be replaced with “ASCE (1971).” 51 In the caption for Figure 6.1, “(ASCE 1973)” should be replaced with “(ASCE 1971).” 52 In the left column, the term “ao3” in the numerator of the equation for Tshould be replaced

11、with the term “ao2.” 52 In the right column, “K = shape factor (29)” should be replaced with “K = shape factor (Knostman et al. 1977).” 55 Under the “References” heading, add “Note: Subsequent references by the same first author are noted by _. ” 55 In the left column, replace the reference, “_ Test

12、s of Composite Beams with Web Openings,” with the following: Clawson, William C., and Darwin, David, “Tests of Composite Beams with Web Openings,” ASCE Journal of the Structural Division 108: No. ST1 (January 1982a): 145-62. 55 After the “Tests of Composite Beams with Web Openings” reference, add th

13、e following reference: Clawson, William C., and Darwin, David, “Strength of Composite Beams with Web Openings,” ASCE Journal of the Structural Division 108: No.ST3 (March 1982b): 623-41. 55 In the right column, add the following reference above the “Donoghue, C. Michael” reference: _, and Darwin, David, “Web Openings in Composite Beams with Ribbed Slabs,” ASCE Journal of Structural Engineering 114: No. 3 (March 1988): 518-534.