Question: Project description: You are going to design a MATLAB script to compute the elastic flexure stress and elastic critical torsional buckling stress for given ASTM

Project description: You are going to design a MATLAB script to

compute the elastic flexure stress and elastic critical torsional buckling stress for

given ASTM A572 Grade 50 column sections with pined supported at both

ends. The length (L) of the columns selected in this problem are

Project description: You are going to design a MATLAB script to compute the elastic flexure stress and elastic critical torsional buckling stress for given ASTM A572 Grade 50 column sections with pined supported at both ends. The length (L) of the columns selected in this problem are from 120 inch to 240 inch. The properties of the sections are in the Section_properties.xlsx file which is available on iLearn. (You need to import the data from this file to MATLAB) For ASTM A572 Grade 50 steel: Fy-50 ksi; Fu-65 ksi; E-29000 ksi; G-11200 ksi. S1, S1. Project description: You are going to design a MATLAB script to compute the elastic flexure stress and elastic critical torsional buckling stress for given ASTM A572 Grade 50 column sections with pined supported at both ends. The length (L) of the columns selected in this problem are from 120 inch to 240 inch. The properties of the sections are in the Section_properties.xlsx file which is available on iLearn. (You need to import the data from this file to MATLAB) For ASTM A572 Grade 50 steel: Fy-50 ksi; Fu-65 ksi; E-29000 ksi; G-11200 ksi. S1, S1

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