40k 40 k G 5k G + 5k 16 125 25 15 10k 10 k IS 10 10k 10k 16 A D. E 125 2.5 25 15 4 ft'4 t 4R'4 ft A, = 25 225 (a) A A, =5 B, = 35 (b) Fco FpG 10 Fac FAD 40 FAR 25 22.5 27.95 FFG 20.62 (c) Section aa (d) (e) FIG. 4.25

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter16: Moment-distribution Method
Section: Chapter Questions
Problem 21P
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Determine the force in each member of the compound truss shown in Fig. 4.25(a)

40k
40 k
G
5k
G
+ 5k
16
125
25
15
10k
10 k
IS
10
10k
10k
16 A
D.
E
125
2.5
25
15
4 ft'4 t 4R'4 ft
A, = 25
225
(a)
A
A, =5
B, = 35
(b)
Fco
FpG
10
Fac
FAD
40
FAR
25
22.5
27.95
FFG
20.62
(c) Section aa
(d)
(e)
FIG. 4.25
Transcribed Image Text:40k 40 k G 5k G + 5k 16 125 25 15 10k 10 k IS 10 10k 10k 16 A D. E 125 2.5 25 15 4 ft'4 t 4R'4 ft A, = 25 225 (a) A A, =5 B, = 35 (b) Fco FpG 10 Fac FAD 40 FAR 25 22.5 27.95 FFG 20.62 (c) Section aa (d) (e) FIG. 4.25
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,