Solve beam problem drawn below. E=30*106 psi, A=100 in2, l=1000 in* for both elements. Save the displacements of node 2

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Solve Beam Problem Drawn Below E 30 106 Psi A 100 In2 L 1000 In For Both Elements Save The Displacements Of Node 2 1 (65.58 KiB) Viewed 54 times

Solve for u2, th2, F, and M.
Solve beam problem drawn below. E=30*106 psi, A=100 in2, l=1000 in* for both elements. Save the displacements of node 2 in the vector u2 and the rotation of node 2 in the variable th2. Also calculate the reaction forces and the moments at the three nodes. Save the forces in the vector F and the moments in the vector M. PlaneFrame Assemble and PlaneFrame Stiffness are provided. 1000 lb/ft 2 3 40 ft O 145 30 ft