find reactions using flexibility method.
2 K/ft 15 ft El constant 30 ft
L2 K/ft 15ft Find the reactions of the frame on the left and 25 K 15 K draw the shear and bending moment diagrams. 20ft 15ft -30A-
Find the reactions and draw bending moment and shear force diagram D 0.75 k/ft L2.00 k/ft P 15 k 6 ft 6 ft 6 ft 6 ft 18 ft
15. Determine the defl of this beam. L=10 ft 、 El-200x10 ection at the end lb-in2 lb- w=1000 lb/ft L/2 L/2 P=10,000 lb
Determine the reactions at the supports. Assume O is a roller. El is constant Prob. 15-1 5 kN/m Solve using Stiffness method and show each matrix and final matrix
reactions a 30° 600 lb 5 ft 9 ft
2. Determine the reactions for the truss shown. 60k 20 ft FA 3 @ 15 ft
Determine the reactions at the support A and the tension in the
cable.
4 ft 4 ft F 2 ft E leli 5 ft B 5 ft 5 ft F At Suppoft A: 3nkoun Ar, Ay Az @4. LL
4 ft 4 ft F 2 ft E leli 5 ft B 5 ft 5 ft F At Suppoft A: 3nkoun Ar, Ay Az @4. LL
Find all the bar forces
Ik NG 12 ft El -- 2k 12 -- |--1201 - Fig. P4.9
-6 at 30 ft = 180 ft- 25 k 25k 25L I 20 ft 15 ft 5 ft 45k (g) members CD, DI & DJ (method of sections)