Mar 13, 2012 #2 jdgengineer Structural Dec 1, 2011 747 See AISC Design Guide #15. It's most likely in there. Upvote 0 Downvote
Mar 13, 2012 Thread starter #3 mauri10 Structural Oct 13, 2010 18 AISC Design Guide #15 does not list it as such. Upvote 0 Downvote
Mar 13, 2012 #4 msquared48 Structural Aug 7, 2007 14,745 Did you check Sliderule's site? http://www.slideruleera.net Mike McCann MMC Engineering http://mmcengineering.tripod.com Upvote 0 Downvote
Did you check Sliderule's site? http://www.slideruleera.net Mike McCann MMC Engineering http://mmcengineering.tripod.com
Mar 13, 2012 #5 bridgebuster Active member Jun 27, 1999 3,969 Here's a page from a 1928 Bethlehem Steel Manual, it has a B15 beam. However, it might not be what you're looking for. Perhaps your 10B15 is what was once referred to as a "light beam" or "light joist". It could be a forerunner of W10x15. http://files.engineering.com/getfile.aspx?folder=6ae0e636-0e8d-4a10-b143-339a79eb04e1&file=Pages_from_BethlehemStructuralShapes-1928.pdf Upvote 0 Downvote
Here's a page from a 1928 Bethlehem Steel Manual, it has a B15 beam. However, it might not be what you're looking for. Perhaps your 10B15 is what was once referred to as a "light beam" or "light joist". It could be a forerunner of W10x15.
Mar 13, 2012 Thread starter #6 mauri10 Structural Oct 13, 2010 18 AISC 6th ed or earlier is supposed to list it; if you have that edition available, can you upload the info for 10B15? Upvote 0 Downvote
AISC 6th ed or earlier is supposed to list it; if you have that edition available, can you upload the info for 10B15?
Mar 13, 2012 Thread starter #7 mauri10 Structural Oct 13, 2010 18 yes, it is a light beam Upvote 0 Downvote
Mar 13, 2012 #8 msquared48 Structural Aug 7, 2007 14,745 The nomenclature could be off here... in the AISC 6th Edition on page 1-22, a 10X4B is listed at 15#/ft. That could be the one you are looking for. Depth 10", Flange width 4", Flange thickness 1/4", web thickness 1/4". It is shown as non-compact. A = 4.4 Ix = 68.8, Iy = 2.79 Sx = 13.8, Sy = 1.39 rx = 3.95, ry = .80 Mike McCann MMC Engineering http://mmcengineering.tripod.com Upvote 0 Downvote
The nomenclature could be off here... in the AISC 6th Edition on page 1-22, a 10X4B is listed at 15#/ft. That could be the one you are looking for. Depth 10", Flange width 4", Flange thickness 1/4", web thickness 1/4". It is shown as non-compact. A = 4.4 Ix = 68.8, Iy = 2.79 Sx = 13.8, Sy = 1.39 rx = 3.95, ry = .80 Mike McCann MMC Engineering http://mmcengineering.tripod.com
Mar 13, 2012 Thread starter #9 mauri10 Structural Oct 13, 2010 18 Msquared48, would you mind sending a pdf of that page? Upvote 0 Downvote
Mar 13, 2012 #10 msquared48 Structural Aug 7, 2007 14,745 I can post one - give me a few minutes. Mike McCann MMC Engineering http://mmcengineering.tripod.com Upvote 0 Downvote
Mar 13, 2012 #11 msquared48 Structural Aug 7, 2007 14,745 Here are pages 22 and 23. Hope this helps. Mike McCann MMC Engineering http://mmcengineering.tripod.com Upvote 0 Downvote
Here are pages 22 and 23. Hope this helps. Mike McCann MMC Engineering http://mmcengineering.tripod.com
Mar 13, 2012 #12 PMR06 Structural Nov 3, 2005 428 You can download shape databases, including historic, from AISC here: http://www.aisc.org/content.aspx?id=2868 Upvote 0 Downvote
You can download shape databases, including historic, from AISC here: http://www.aisc.org/content.aspx?id=2868
