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

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

#1 Posted: 2012/10/23 13:23:44
brensel147

brensel147

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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.
Combined Flexure and Compression - W.sm (50.99 KiB) downloaded 1352 time(s).
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Davide Carpi 2012/10/23 14:35:00, Radovan Omorjan 2012/10/23 16:16:00, Oscar Campo 2012/10/23 22:26:00
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