Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Question
Chapter 15, Problem 16P
To determine
Find the reactions and plot the shear and bending moment diagram.
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Determine the reactions and draw the shear and bending moment diagrams for the beam shown in fig 16.5 by usng the slope deflection method,
determine the member end moments and reactions for the frames shown in the figure using slope deflection method and solve settlement of 7mm at support A.
The simply supported beam shown in Fig. P.13.10 has its outer regions reinforced so that their
flexural rigidity may be regarded as infinite compared with the central region. Determine the
central deflection.
Ans. 7 WL³1384EI (downwards).
|W
Rigid
Rigid
El
FIGURE P.13.10
L14
L14
L14
L14
Chapter 15 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 15 - Prob. 1PCh. 15 - Prob. 2PCh. 15 - Prob. 3PCh. 15 - Prob. 4PCh. 15 - Prob. 5PCh. 15 - Solve Problem 15.2 for the loading shown in Fig....Ch. 15 - Solve Problem 15.4 for the loading shown in Fig....Ch. 15 - Prob. 8PCh. 15 - Prob. 9PCh. 15 - Prob. 10P
Ch. 15 - Prob. 11PCh. 15 - Prob. 12PCh. 15 - Prob. 13PCh. 15 - Prob. 14PCh. 15 - Prob. 15PCh. 15 - Prob. 16PCh. 15 - Prob. 17PCh. 15 - Prob. 18PCh. 15 - Prob. 19PCh. 15 - Prob. 20PCh. 15 - Solve Problem 15 .17 for the loading shown in Fig....Ch. 15 - Prob. 22PCh. 15 - Prob. 23PCh. 15 - Prob. 24PCh. 15 - Prob. 25PCh. 15 - Prob. 26PCh. 15 - Prob. 27PCh. 15 - Prob. 28PCh. 15 - Prob. 29PCh. 15 - Prob. 30PCh. 15 - Prob. 31P
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- Solve Problem 15 .17 for the loading shown in Fig. P15.17 and a settlement of 50 mm at support D. FIG. P15.17, P15.21arrow_forwardDetermine the reactions and draw the shear and bending moment diagram of fig 16.5 by using slope-deflection methodarrow_forwardFor the beam shown in Fig. 1, determine the reactions at all supports by using the slope- deflection method. El is constant. 12 kips 2.5 kips/ft Bada A 6 ft 9 ft Fig. 1 9 ft Darrow_forward
- Determine the member end moments and reactions for the frame shown in Fig. 15.17(a) by the slope-deflection methodarrow_forwardA beam AB of length L (Fig. P.13.2) is freely supported at A and at a point C which is at a distance KL from the end B. If a uniformly distributed load of intensity w per unit length acts on AC, find the value of K which will cause the upward deflection of B to equal the downward deflection midway between A and C. Ans. 0.24. A W в KL FIGURE P.13.2arrow_forwardSolve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of 12 in. at support B. FIG. P15.2, P15.6arrow_forward
- A weight W is suspended from the midspan of a simply supported beam as shown in Fig. P17.4. If the wire by which the weight is suspended suddenly snaps, describe the subsequent vibration of the beam. Spccialize the general result to obtain the deflection at midspan. Neglect damping. 17.4 m, El Wire W Figure P17.4arrow_forwardDetermine the member end moments and reactions for the frames shown in Fig by using the slope-deflection method for the loading shown and a settlement of 7mm at support A.arrow_forwardPlease help me solve the questions belowarrow_forward
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