15 8 40 K 70 K 30 K B D 10 Ft 10 Ft 15 F1 4 15ft 30 20 Ft 30 Ft 40 Ft 30 Ft 1 (31.38 KiB) Viewed 39 times
Compute the reactions and draw shear and moment diagrams for the continuous beam or frames
E and I are constant unless noted otherwise. Use the method of consistent distortions
15.8 40 k 70 k 30 k B D 10 ft 10 ft - - 15 f1-4--15ft- 30 - -20 ft- 30 ft 40 ft 30 ft
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