Oct 7, 2016 #1 manderson7310 Structural Joined Oct 7, 2016 Messages 1 Location US Anybody know why the angle size for all welded double angle connections went from L3x3 to L3 1/2x3 (Table 10-3) from AISC 13th edition to the 14th edition?
Anybody know why the angle size for all welded double angle connections went from L3x3 to L3 1/2x3 (Table 10-3) from AISC 13th edition to the 14th edition?
Oct 7, 2016 #2 wannabeSE Civil/Environmental Joined Feb 23, 2007 Messages 1,251 Location US Where are you seeing the L3x3 in the 13th edition? I took a quick look at table 10-3 and the 13th and 14th edition seem to specify the same angles. Upvote 0 Downvote
Where are you seeing the L3x3 in the 13th edition? I took a quick look at table 10-3 and the 13th and 14th edition seem to specify the same angles.
Oct 7, 2016 #3 wannabeSE Civil/Environmental Joined Feb 23, 2007 Messages 1,251 Location US I just looked and it changed in the revisions and errata to the 4th printing of the 13th edition. But it doesn't include an explanation. Upvote 0 Downvote
I just looked and it changed in the revisions and errata to the 4th printing of the 13th edition. But it doesn't include an explanation.