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115 kN 10 kN/m A /c B Hinge E D tom -12 m -12 m -9 m -12 m- 5. The vertical reaction at A is а. 60kN b. 75kN c. 80kN d. 95kN 6. The vertical reaction at D is a. 300kN b. 350kN c. 550KNT d. 245kN 7. Moment reaction at A is a. 1000 kN-mG b. 500 kN-m 2 c. 540kN-m d. 250 kN-mo

115 kN 10 kN/m A /c B Hinge E D tom -12 m -12 m -9 m -12 m- 5. The vertical reaction at A is а. 60kN b. 75kN c. 80kN d. 95kN 6. The vertical reaction at D is a. 300kN b. 350kN c. 550KNT d. 245kN 7. Moment reaction at A is a. 1000 kN-mG b. 500 kN-m 2 c. 540kN-m d. 250 kN-mo

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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115 kN 10 kN/m A /c Hinge В E D tom -12 m -12 m -9 m -12 m- 5. The vertical reaction at A is а. 60kN b. 75kN, c. 80kN d. 95kN 6. The vertical reaction at D is а. 300KN b. 350kN c. 550KNT d. 245kN 7. Moment reaction at A is a. 1000 kN-mG b. 500 kN-m 2 c. 540kN-m D d. 250 kN-m
Transcribed Image Text:115 kN 10 kN/m A /c Hinge В E D tom -12 m -12 m -9 m -12 m- 5. The vertical reaction at A is а. 60kN b. 75kN, c. 80kN d. 95kN 6. The vertical reaction at D is а. 300KN b. 350kN c. 550KNT d. 245kN 7. Moment reaction at A is a. 1000 kN-mG b. 500 kN-m 2 c. 540kN-m D d. 250 kN-m
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