Situation 5. The K-truss is loaded by vertical force and supported by pin and rollers as shown. 18. Determine the force in member ES a. 3.774 kips (C) b. 6.038 kips (C) 19. Detemine the force in member CD 6 panels at 8' c. 7.547 kips (T) d. 5.721 kips (T) E G A 5' 5' a. 3.200 kips (C) b. 4.800 kips (C) 20. Determine the force in member KR c. 6.400 kips (T) d. 5.800 kips (T) M K 1 kip 2 kips 4 kips c. 1.887 kips (C) d. 2.544 kips (T) a. 0 20 b. 2.120 kips (T) 21. Determine the force in member DK a. 2.000 kips (T) c. 3.200 kips (T) d. 1.000 kips (T) b. 0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Situation 5. The K-truss is loaded by vertical force and supported by
pin and rollers as shown.
18. Detemine the force in member ES
6 panels at 8'
c. 7.547 kips (T)
d. 5.721 kips (T)
B.
a. 3.774 kips (C)
b. 6.038 kips (C)
E
A
G
5°
T
19. Determine the force in member CD
R
c. 6.400 kips (T)
d. 5.800 kips (T)
a. 3.200 kips (C)
b. 4.800 kips (C)
20. Determine the force in member KR
a. 0
b. 2.120 kips (T)
H.
M
K
1 kip 2 kips 4 kips
c. 1.887 kips (C)
d. 2.544 kips (T)
20
21. Determine the force in member DK
a. 2.000 kips (T)
b. 0
c. 3.200 kips (T)
d. 1.000 kips (T)
Transcribed Image Text:Situation 5. The K-truss is loaded by vertical force and supported by pin and rollers as shown. 18. Detemine the force in member ES 6 panels at 8' c. 7.547 kips (T) d. 5.721 kips (T) B. a. 3.774 kips (C) b. 6.038 kips (C) E A G 5° T 19. Determine the force in member CD R c. 6.400 kips (T) d. 5.800 kips (T) a. 3.200 kips (C) b. 4.800 kips (C) 20. Determine the force in member KR a. 0 b. 2.120 kips (T) H. M K 1 kip 2 kips 4 kips c. 1.887 kips (C) d. 2.544 kips (T) 20 21. Determine the force in member DK a. 2.000 kips (T) b. 0 c. 3.200 kips (T) d. 1.000 kips (T)
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