O solutions submitted (max: Unlimited) Solve beam problem drawn below. E=30* 10 psi. A=100 in 1=1000 in for both element

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answerhappygod
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O solutions submitted (max: Unlimited) Solve beam problem drawn below. E=30* 10 psi. A=100 in 1=1000 in for both element

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O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 1
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 1 (28.69 KiB) Viewed 42 times
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 2
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 2 (273.82 KiB) Viewed 42 times
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 3
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 3 (93.61 KiB) Viewed 42 times
using the beam problem above to solve the assessments please. label everything clearly please to solve U2, th2, F, M
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 4
O Solutions Submitted Max Unlimited Solve Beam Problem Drawn Below E 30 10 Psi A 100 In 1 1000 In For Both Element 4 (54.32 KiB) Viewed 42 times
Solve for questions above please
O solutions submitted (max: Unlimited) Solve beam problem drawn below. E=30* 10 psi. A=100 in 1=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. PlaneFrameAssemble and Plane Frame Stiffness are provided
1000 lb/ft 2 3 40 ft o 1/45 30 ft
Assessment: Check u2 Check th2 Check F Check M
olve beam problem drawn below. E=30* 10 psi, A=100 in?, l=1000 ind for both elements. Save the displacements of node in the vector u2 and the rotation of node 2 in the variable 72. 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. Plane Frame Assemble and FlaneFrameStiffness are provided.
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