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: 10/23/2012 1:23:44 PM
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 KiB) downloaded 489 time(s).
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Davide Carpi 10/23/2012 2:35:00 PM, Radovan Omorjan 10/23/2012 4:16:00 PM, Oscar Campo 10/23/2012 10:26:00 PM
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