In the last line of the Table: In the “LRFD” column, replace φc with φt, and in the “ASD” column, replace Ω with Ωt. Table 5-2: Insert the label, 元½x2½, along with a space below the currently labeled 元½x3x¼. Table 4-9: The weight per foot should read as follows: Shape Wt/ft Table 4-7: The units for the Properties, rx and ry, should read “in.” Table 4-4: The last value of Effective Length, KL, should read “30.” Table 4-4: The units for the radius of gyration should read “in.” Table 3-21: For the Deck Perpendicular condition, “Strong studs per rib” should read “Strong studs per rib (Rp=0.75)” and “Weak studs per rib” should read “Weak studs per rib (Rp=0.60).” Table 3-13: Replace this table with the attached Table 3-13. Table 3-10: The Available ASD Moment label on the vertical axis between “176” and “184” should read “180” rather than “188.” Table 3-8: The title should read “C Shapes” rather than “S Shapes.” Shape does not meet the h/tw limit for shear in Specification Section G2.1a with Fy=50 ksi, Ωv = 1.67, φv = 0.90. Table 3-6: The footnote on the W12x14 should be “v” rather than “f.” The following note “v” should replace the note “f” at the bottom of the page: v Table 3-6: For a W24x370 using ASD, at 16 ft span, the Maximum Total Uniform Load should read “1410” not “11410.” Table 3-6: Replace the values for a 23 ft span with the following: For a W18x86 the value should be 1530 and a W12x120 should be 1070. 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. Some of the references are linked to the web sites of other associations where they can be accessed for a fee.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. Unless specific provisions to the contrary are contained in the contract documents, the existing trade practices that are contained therein are considered to be the standard custom and usage of the industry and are thereby incorporated into the relationships between the parties to a contract. Only the LRFD method of design are incorporated. The standard addresses nine moment connections: The latest version of this is the edition. The latest version of this 325-111 was revised June This document incorporates Supplement No. Only one coupon is allowed per order! Aiscc those interested in printed copies, a limited number of softcover versions of AISC’s standards are ausc for purchase to the right.
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