Table 3-2: The value of Ix for a W18x86 and a W12x120 should be switched. The table at the bottom of the page should be revised and is shown below: Load Ratio from Step 3 (times 1.6 for ASD, 1.0 for LRFD)ĭesign Story 0 Drift Limit H/100 1 H/200 1 H/300 1 H/400 1 H/500 1įor the section “Steel Castings and Forgings” the “ASTM A148 grade 80-35” should read “ASTM A216 grade 80-35.”Ī reference should be added alphabetically between SSPC and Tide, and should read as follows: Thornton, W.A., 1992, “Eliminating the Guesswork in Connection Design,” Proceedings of the AISC National Steel Construction Conference, pp. Table 1-16: Replace the rx values with the values given in the attached Table 1-16. Table I-8: The WT8x20 and the WT8x18 should only have references to note “c” and not note “c, h.” Note “h” should be removed from the bottom of the table. Table I-8: The WT10.5x28.5 should only have references to note “c” and not note “c, h.” Table 1-5: For a C6x13, the dimension T is 4a in. Errata List AISC Steel Construction Manual, 13th Edition, Second Printing The following list represents corrections that have been made in the Third Printing of the 13th Edition of the Steel Construction Manual.
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