*16-28. Determine the skope at end B and the maximum deflection of thc cantilever triangular plate of constant thickness t. The plate is made of material having a modulus of clasticity of E.

Determine the deflection at x=2.5 m and x=8.

Draw the free-body diagram for the following problem. The crane and boom shown.

5-18. The rigid beam of negligible weight is supported horizontally by two springs and a pin. If the springs are uncompressed when the load is removed, determine the force in each spring when the load P is applied. Also, compute the vertical deflection of end C. Assume the spring stiffness k is large enough so that only small deflections occur. Hint: The beam rotates about A so the deflections in the springs can be related. AL -L- B Search k +2/2+L/2- Prob. 5-18 G 8 C 5-20. The re its end A. If 100 lb-ft, dete has an unstre k = 50 lb/ft. 100 lb-ft 9 32