AISC DESIGN GUIDE 14 ERTA-2012 Staggered Truss Framing Systems.pdf

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1、Revisions and Errata List AISC Steel Design Guide 14, 1stPrinting (Printed Copy) October 15, 2012 The following list represents corrections to the first printing of AISC Design Guide 14, Staggered Truss Framing Systems. Page(s) Item 10 In Table 2.2, the number in the 4throw, “5.776”, should be repla

2、ced with “5,776”. 10 In the 2ndline of text in the right column, “H ” should be replaced with “fH”. 11 In the 3rdline of the right column, “H ” should be replaced with “fH”. 19 In the right column, 7thline, the equation, “ 164 3 1.3 213 ft-kuM ” should be replaced with “ 164 1.3 213 ft-kuM ”. 20 In

3、Table 3.1, the value in the 3rdcolumn at floor 2 should be changed from “1” to “133”. 20 Below Table 3.1, the expression for eccshould read: ecc= 1.89 (from Table 2.3) 20 Below Table 3.1, the equation for L2should read: 2for load combination 1.2D 1.6L 1.2 97 1.6 20 97 40 1.08L 20 Below Table 3.1, th

4、e equation for L3should read: 3for load combination 1.2D 0.5L 1.2 97 0.5 20 97 40 0.923L 30 Under the heading, “2. Yielding of critical sections of gusset plate under combined stresses”, the equation should read: 241.0ypyNMVNMV 37 In the 3rdparagraph, 2ndline, “ASTM 119 test” should be replaced with “ASTM E119 Test.”

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