Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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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- 1.1.9.2 - Show all work please.arrow_forwardDisregard the DL on CD. Solve using regular stiffness and again using modified stress for all members that qualifyarrow_forwardP11.27. Determine the reactions and the moments in- duced in the members of the frame in Figure P11.27. Also determine the horizontal displacement of joint B. Given: I= 1500 in.4 and E = 3000 kips/in.². 30 kips B L 16- 1.51 C + P11.27 Problems 525 F I -16 D E 12'arrow_forward
- Use superposition methodarrow_forwardSolve for the reactions and draw the shear and moment diagram.arrow_forward526 Chap P11.29. Analyze the frame in Figure P11.29 by moment distribution. Draw the shear and moment curves. Sketch the deflected shape. E is constant and equals 30,000 kips/in.². /= 300 in. for all members. P=2.4 kips 8′ L B A w = 4 kips/ft El= constant P11.29 20'- C D 16'arrow_forward
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