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Square section beam: Thin beam section dimensions: hxh Thick beam section dimensions: 2hx2h Requested: 1. Create the equivalent system 2. Create the finite element

Square section beam: Thin beam section dimensions: hxh Thick beam section dimensions: 2hx2h Requested: 1. Fa(N):700 d1(mm):400 0,5%d1 d1 F1(N):550 E(N/mm2):50000 F1 + F2(N):500 di F2 M(Nm):110 Fa d1 M q(N/mm):10 |

Square section beam: Thin beam section dimensions: hxh Thick beam section dimensions: 2hx2h Requested: 1. Create the equivalent system 2. Create the finite element model and write the connectivity table 3. Write the displacement boundary conditions 4. Write the force boundary conditions 5. Find displacements and angles at free nodes 6. Find all reaction forces 7. Calculate element force vectors 8. Calculate stresses in members 9. Since the yield strength of the material = 276 MPa, shear strength= 207 MPa, Ultimate Tensile Strength = 310 MPa, comment on the strength of the system in the problem 10. Add your Octave code and results Fa(N):700 d1(mm):400 0,5%d1 d1 F1(N):550 E(N/mm2):50000 F1 + F2(N):500 di F2 M(Nm):110 Fa d1 M q(N/mm):10 |h(mm):35 symin d1

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