5. For the simply supported beam with overhangs loaded as shown in Fig. 5, calculate the displacements at A and E. Also
Posted: Wed Mar 30, 2022 9:10 am
5. For the simply supported beam with overhangs loaded as shown in Fig. 5, calculate the displacements at A and E. Also sketch the BMD and the deflected shape, indicating clearly the curvatures and any points of contraflexure. EI = 4500 kN.m' throughout. 12 kN 12 KN B D A E ะก 2 m 2 m 6 m 2 m Fig. 5