Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
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
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- Solve the question using THREE MOMENT EQUATION and show COMPLETE SOLUTIONS.arrow_forward2 P8.9. When the 20-kip load is applied to joint B of the truss in Figure P8.9, support A settles vertically downward in. and displaces in. horizontally to the right. Determine the vertical displacement of joint B due to all effects. The area of all bars = 2 in.2, and E = 30,000 kips/in.². hinge D E B с 10' 20 kips 1 190 00 11 00 00 A 10 10 10 - P8.9arrow_forwardP10.29. Analyze the frame in Figure P10.29. Compute all reactions. Use IBC = 200 in. and IAB = ICD = 150 in.. E is constant. A B 100 kip.ft ☐ Problems 463 15 20 P10.29 D C 20' + 20' 1arrow_forward
- Disregard 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_forwardUse superposition methodarrow_forward
- Solve 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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