P= 16 kips 0.001 rad B 24 P11.22
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 30P
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Question
Analyze the beam in Figure P11.22. In addition
to the 16-kip load, support A also rotates clockwise by
0.001 rad and support B settles _1
2 in. Determine the reac-
tions and draw the shear and moment curves for the beam.
Given: E = 30,000 kips/in.2
and I = 600 in.4
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