5 ft 10 ft 15 ft D F 20 k 20 k 20 k 20 k 20 k 6 at 20 ft= 120 ft (a) G. A, 20 k 20 k 20 k 20 k 20 k G, (b) 4. Fu Vi7 M13 13 2. 25 ft FcD B 50 k 20 k 20 k 20 ft20 t - 60 ft (c) FIG. 4.23

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the forces in members CJ and IJ of the truss shown in Fig. 4.23(a) by the method of sections

5 ft
10 ft
15 ft
D
F
20 k
20 k
20 k
20 k
20 k
6 at 20 ft= 120 ft
(a)
G.
A,
20 k
20 k
20 k
20 k
20 k
G,
(b)
4.
Fu
Vi7
M13
13
2.
25 ft
FcD
B
50 k
20 k
20 k
20 ft20 t -
60 ft
(c)
FIG. 4.23
Transcribed Image Text:5 ft 10 ft 15 ft D F 20 k 20 k 20 k 20 k 20 k 6 at 20 ft= 120 ft (a) G. A, 20 k 20 k 20 k 20 k 20 k G, (b) 4. Fu Vi7 M13 13 2. 25 ft FcD B 50 k 20 k 20 k 20 ft20 t - 60 ft (c) FIG. 4.23
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