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 - Mensajes

#1 Publicado: 23/10/2012 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) descargado 2092 vez(es).
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Davide Carpi 23/10/2012 14:35:00, Radovan Omorjan 23/10/2012 16:16:00, Oscar Campo 23/10/2012 22:26:00
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