A beam ABCD, 5 m long, is supported at A and C as shown in Fig. 8. It carries a point load of 2 kN at end D, and a moment of 2 kN-m (cw) at B. What is the flexural rigidity (EI) of the beam, if deflection at D is not to exceed 1 mm?
10.4k questions
274 answers
26 comments
15.3k users
