Question 2: The adjacent drawing shows the cross-section of a welded closed profile with a length of L = 850 mm. The ste
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Question 2: The adjacent drawing shows the cross-section of a welded closed profile with a length of L = 850 mm. The ste
Question 2: The adjacent drawing shows the cross-section of a welded closed profile with a length of L = 850 mm. The steel has a shear modulus of G = 80 GPa. The profile is loaded with a twisting torque at the ends of Mw 400 Nm. - 1. Determine the torsion angle and torsion stress as a result of the applied twisting torque. 2. If one weld fails, what is the magnitude of the torsion angle and torsion stress as a result of the twisting torque. 86 45 6