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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. Page(s) 1-34 1-34 1-56 1-58 1-108 1-108 2-12 Item Table 1-5: Replace “C8x18.7” with “C8x18.5.” Table 1-5: For a C6x13, the dimension T is 4a in. Table I-8: The WT10.5x28.5 should onlyhave references to note “c” and not note “c, h.” 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 1-16: Replace “C8x18.7” with “C8x18.5” Table 1-16: Replace the rx values with the values given in the attached Table 1-16. The table at the bottom of the page should be revised and is shownbelow: Load Ratio from Step 3 (times 1.6 for ASD, 1.0 for LRFD) Design Story 0 Drift Limit H/100 1 H/200 1 H/300 1 H/400 1 H/500 1 2-21 2-47 5 1.1 1 1 1 1 10 1.1 1.1 1 1 1 20 1.3 1.1 1.1 1.1 1 30 1.4 1.2 1.1 1.1 1.1 40 1.3 1.2 1.1 1.1 50 1.3 1.2 1.2 1.1 60 1.4 1.3 1.2 1.2 80 1.4 1.3 1.2 100 1.5 1.3 1.3 120 1.4 1.3

For the section “Steel Castings and Forgings” the “ASTM A148 grade 80-35” shouldread “ASTM A216 grade 80-35.” A 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. 24-1 – 24-21, AISC, Chicago, IL.

3-16 3-39

Table 3-2: The value of Ix for a W18x86 and a W12x120 should be switched. For a W18x86the value should be 1530 and a W12x120 should be 1070. Table 3-6: Replace the values for a 23 ft span with the following:

1

Shape Design ASD

W36x 330 LRFD ASD 302 LRFD ASD 282 LRFD ASD 262 LRFD ASD 247 LRFD ASD 231 LRFD

Span, ft

23

1220

1840

1110

1670

1030

1550

955

1430

894

1340

836

1260

3-49 3-72

Table 3-6: For a W24x370 using ASD, at 16 ftspan, the Maximum Total Uniform Load should read “1410” not “11410.” 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

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 3-8: The title should read “C Shapes” rather than “SShapes.”

3-84 3-123 3-137 3-139 3-144 3-207

Table 3-10: The Available ASD Moment label on the vertical axis between “176” and “184” should read “180” rather than “188.” Table 3-11: Replace “C8x18.7” with “C8x18.5.” Table 3-11: Replace “C8x18.7” with “C8x18.5.” Table 3-13: Replace this table with the attached Table 3-13. 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 4-1 and Table 4-2: Replace the Properties, “Pex(KL2)/104 ” and “Pey(KL2)/104 ” with “Pex(KL)2/104 ” and “Pey(KL)2/104.” Table 4-4: The units for the radius of gyration should read “in.” Table 4-4: The last value of Effective Length, KL, should read “30.” Table 4-7: The units for theProperties, rx and ry, should read “in.” Table 4-9: The weight per foot should read as follows:
Shape Wt/ft ¾ 52.4 s 44.2 2L7x4x c ½ 35.7 v
c

4-10 – 4-23 4-48 – 4-63 4-57 4-116, 117 4-129

a

c

31.5

27.2

5-16 6-3

Table 5-2: Insert the label, L3½x2½, along with a space below the currently labeled L3½x3x¼. In the last line of the Table: In the “LRFD” column, replace φc with φt,and in the “ASD” column, replace Ω with Ωt.

2

7-85 8-16 8-47 9-7

Table 7-20: For a Heavy Hex s-in.-diameter bolt the value H should be “v in.” rather than “18 in.” At the end of the second paragraph a reference should be made to “Figure 8-9b” instead of “Figure 8-10b.” Table 8-2: Replace the left-hand figure with the version in the attached Table 8-2. The equations for Fcr should both...
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