Question
For the frames below: (i) draw the free body diagrams (ii) draw the shear and moment diagrams (iii) use the virtual force method to determine the horizontal displacement at joint B.
Assume I1 = 200, I2 = 800, E = 29000 ksi

1.2 kip/ft 20 ft 8.4 1.6 16.27 22.13 75.86 30 32 ft kip ft3 UR -in
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