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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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