10 kNFIGURE E8. The support reaction at B isa. 5kNRefer to Figure e.c. 10kN0.6 m0.6 mb. 16kNd. 8kN9. The vertical support reaction at A isRefer to Figure e.6 kN0.8 mа. SkN Tc. 10kNb. 16kN-d. 8KNT6010. The horizontal support reaction at A isRefer to Figure e.0.4 mBа. 3kNc. 5.20kNb. 6kN +d. 2.50 kN+

To determine the support reactions for the given frame:. The given problem can be solved applying…

8. The support reaction at B is a. 5kN b. 16kN Refer to Figure e. + c. 10kN d. 8KNT 9. The vertical support reaction at A is Refer to Figure e. c. 10kN d. 8kN a. 5kN b. 16kN 10. The horizontal support reaction at A is Refer to Figure e.

8. The support reaction at B is a. 5kN b. 16kN Refer to Figure e. + c. 10kN d. 8KNT 9. The vertical support reaction at A is Refer to Figure e. c. 10kN d. 8kN a. 5kN b. 16kN 10. The horizontal support reaction at A is Refer to Figure e.

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

10 kN
FIGURE E
8. The support reaction at B is
a. 5kN
Refer to Figure e.
c. 10kN
0.6 m
0.6 m
b. 16kN
d. 8kN
9. The vertical support reaction at A is
Refer to Figure e.
6 kN
0.8 m
а. SkN T
c. 10kN
b. 16kN-
d. 8KNT
60
10. The horizontal support reaction at A is
Refer to Figure e.
0.4 m
B
а. 3kN
c. 5.20kN
b. 6kN +
d. 2.50 kN+

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