Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 13, Problem 39P
To determine
Calculate the support reactions for the given beam using method of consistent deformation.
Sketch the shear and bending moment diagrams for the given beam.
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13.35 Determine the reactions and the force
in each member of the truss shown in Fig. P13.35
using the method of consistent deformations.
E
50 kN
4 m
-100 kN.
D
4 m
B
FIG. P13.35
с
31
-3 m
EA = constant
13.5 through 13.8 Determine the reactions and draw the shear and
bending moment diagrams for the beams shown in Figs. P13.1-
P13.4 by using the method of consistent deformations. Select the
reaction moment at the fixed support to be the redundant.
FIG. P13.3, P13.7
75 kN - m
120 kN
C
B
6 m
6 m
El = constant
Determine the reactions and draw the shear and bending moment
diagrams for the structure shown in Fig. P13.13 using the method of
consistent deformations.
375 kN
30 kN/m
ID
B
-5m-5m-
-10 m-
31
FIG. P13.13
E = constant
Chapter 13 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 13 - Prob. 1PCh. 13 - Prob. 2PCh. 13 - Prob. 3PCh. 13 - Prob. 4PCh. 13 - Prob. 5PCh. 13 - Prob. 6PCh. 13 - Prob. 7PCh. 13 - Prob. 8PCh. 13 - Prob. 9PCh. 13 - Prob. 10P
Ch. 13 - Prob. 11PCh. 13 - Prob. 12PCh. 13 - Prob. 13PCh. 13 - Prob. 14PCh. 13 - Prob. 15PCh. 13 - Prob. 16PCh. 13 - Prob. 17PCh. 13 - Prob. 18PCh. 13 - Prob. 19PCh. 13 - Prob. 20PCh. 13 - Prob. 21PCh. 13 - Prob. 22PCh. 13 - Prob. 23PCh. 13 - Prob. 24PCh. 13 - Prob. 25PCh. 13 - Prob. 26PCh. 13 - Prob. 27PCh. 13 - Prob. 28PCh. 13 - Prob. 29PCh. 13 - Prob. 30PCh. 13 - Prob. 31PCh. 13 - Prob. 32PCh. 13 - Prob. 33PCh. 13 - Prob. 34PCh. 13 - Prob. 35PCh. 13 - Prob. 36PCh. 13 - Prob. 37PCh. 13 - Prob. 38PCh. 13 - Prob. 39PCh. 13 - Prob. 41PCh. 13 - Prob. 42PCh. 13 - Prob. 43PCh. 13 - Prob. 44PCh. 13 - Prob. 45PCh. 13 - Prob. 46PCh. 13 - Prob. 47PCh. 13 - Prob. 48PCh. 13 - Prob. 49PCh. 13 - Prob. 50PCh. 13 - Prob. 51PCh. 13 - Prob. 52PCh. 13 - Prob. 53PCh. 13 - Prob. 54PCh. 13 - Prob. 55PCh. 13 - Prob. 56PCh. 13 - Prob. 57PCh. 13 - Prob. 58PCh. 13 - Prob. 59PCh. 13 - Prob. 60PCh. 13 - Prob. 61P
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