1、Revisions and Errata List AISC Steel Design Guide 13, 1stPrinting (Printed Copy) October 15, 2012 The following list represents corrections to the first printing of AISC Design Guide 13, Stiffening of Wide-Flange Columns at Moment Connections: Wind and Seismic Applications. Page(s) Item 9 In the lef
2、t column, the definition for m : 14141.36 for a four-bolt unstiffened extended end plate1.13 for an eight-bolt stiffened extended end plateembebpdpdshould be replaced with: 141.36embpd9 In the left column, the definition for k1should be replaced with, “distance along the column flange from the cente
3、r of the column web to the toe of the fillet, in.” 32 In the left column, Equation 4.4-7 should read: min0.9 0.6(2)0.75 0.61.702yeffEXXyeffeffEXXFtwFFttF41 At the top of the right column, the minimum web doubler plate thickness, tp min, should be replaced with: min13.9 in. 2(1.25 in.) 36 ksi418 4180
4、.164 in.yphFt52 In Example 6-7 at the top of the left column, lines 2 through 8 should be replaced with: 2 2 0.507 in. 2(1 2 in.) 2(3 4 in.) 3.01 in.fpNt w t 33(3.01 in.)0.65013.9 in.dcNNd 1.521.520.75 135 10.370 in. (50 ksi)(0.660 in.)0.75 135(1)(0.370 in.) 1 (0.650)0.660 in. 0.370 in.yfwntwdfwFttRCtNtt 167 kips 172 kipsufP n.g.
