115 kN10 kN/mA/cHingeВEDtom-12 m-12 m-9 m-12 m-5. The vertical reaction at A isа. 60kNb. 75kN,c. 80kNd. 95kN6. The vertical reaction at D isа. 300KNb. 350kNc. 550KNTd. 245kN7. Moment reaction at A isa. 1000 kN-mGb. 500 kN-m 2c. 540kN-m Dd. 250 kN-m

To determine: Reactions at A and D

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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