Design of Double and Singly Symmetric Members Subject to Flexure and Axial...

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Design of Double and Singly Symmetric Members Subject to Flexure and Axial Force - AISC 14th Ed. LRFD Design of Beam-Column

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brensel147		#1 Posted : 23 October 2012 20:23:44(UTC)
Rank: Newbie Groups: Registered Joined: 23/10/2012(UTC) Posts: 5 Location: Phoenix, AZ Was thanked: 10 time(s) in 5 post(s)		This Smath will provide you with the strong axis and weak axis moment capacity; axial capacity and the combined ratio. Based off of AISC 14th Ed Steel book, using chapter F for flexure, E for Axial, and H for combined. Edited by user 25 October 2012 15:29:30(UTC) \| Reason: Not specified File Attachment(s): Combined Flexure and Compression - W.sm (51kb) downloaded 462 time(s).

3 users thanked brensel147 for this useful post.		on 23/10/2012(UTC), on 23/10/2012(UTC), on 24/10/2012(UTC)
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