Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 13, Problem 25P
To determine
Calculate the support reactions for the given structure using method of consistent deformation.
Sketch the shear and bending moment diagrams for the given structure.
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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
Determine the reactions and draw the shear and bending moment diagrams for the structures using the method of consistent deformations.
13.34 through 13.36 Determine the reactions
and the force in each member of the trusses
shown in Figs. P13.34-P13.36 using the method
of consistent deformations.
FIG. P13.34
20 k
20 k
(6 in.2)
D
15 k
(8 in.2)
12 ft
(8 in.2)
A
В
(6 in.²)
16 ft
E = 29,000 ksi
(6 in.
(6 in.?)
Chapter 13 Solutions
Structural Analysis
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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- QUESTION 1 Determine the reactions and draw the shear and bending moment diagrams for the structure shown in Fig. below using the method of consistent deformations. 25 kN/m 12 m B 250 kN 6 m- E = constant Î 1.51 -6 marrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the structures shown in figure 13.2O using the method of consistent deformations.arrow_forward13.26 through 13.29 Determine the reactions and the force in each member of the trusses shown in Figs. P13.26– P13.29 using the method of consistent deformations. 150 kN E 50 kN - 4 m B 150 kN 3 panels at 3 m = 9 m EA = constant E = 200 GPa A= 4000 mm? FIG. P13.27, P13.52arrow_forward
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