Question 5 Steel E 30×106 Psi V 026 Fy 50 Ksi Column 4 Ft Long Pinned Top Fixed Bottom Rec Q27657108

PLEASE WRITE A MATLAB SCRIPT FOR THE FOLLOWING PROBLEM.

Question 5: A steel (E-30x106 psi, v-0.26, and Fy-50 ksi) column that is 4 ft long is pinned at the top and fixed at the bottom. It has a rectangular cross section with a width of 2 inch and height of 4 inch and it is subjected to eccentric loading with offset e -0.75 inch to the centroid, as shown in the figure below. Modify the Matlab program, the Excel spreadsheet or another program that you prefer to solve the secant formula for this case and find the critical load for buckling of the column in kip. Submit your modified program (e.g., Matlab script or Excel spreadsheet), hw4q5-eccentric.xlsx to Carmen dropbox. (15 pts) p,0.75 4 03 Ip TP

Question 5: A steel (E-30×106 psi, v-0.26, and Fy-50 ksi) column that is 4 ft long is pinned at the top and fixed at the bottom. It has a rectangular cross section with a width of 2 inch and height of 4 inch and it is subjected to eccentric loading with offset e -0.75 inch to the centroid, as shown in the figure below. Modify the Matlab program, the Excel spreadsheet or another program that you prefer to solve the secant formula for this case and find the critical load for buckling of the column in kip. Submit your modified program (e.g., Matlab script or Excel spreadsheet), hw4q5-eccentric.xlsx to Carmen dropbox. (15 pts) p,0.75″ 4″ 03 Ip TP Show transcribed image text

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