Revisions and Errata List AISC Steel Design Guide 6, 1stPrinting October 15, 2012 The following list represents corrections to the first printing of AISC Design Guide 6, Load and Resistance Factor Design of W-Shapes Encased in Concrete. Page(s) Item 5 In the middle of the right column, the equation for u, the “average ultimate bond stress, psi,” should have the coefficient “0.09” rather than “0.9” in front of .fc It should read: 0.9(0.09 95)ufc , average ultimate bond stress, psi
