5 kN 15 kN 13 5 kN/m 3 kN/m Determine reactions: Internal hinge C D Internal hinge 20 m 20 m 50 m 20 m 20 m [Seleca) v 1. Ax [Selea) 2. Ay v 3. Internal hinge He v 4. Internal hinge HE Seiea) v 5. Fy ISeleti v 6. Cy * 7. Dy

5 kN 15 kN 13 5 kN/m 3 kN/m Determine reactions: Internal hinge C D Internal hinge 20 m 20 m 50 m 20 m 20 m [Seleca) v 1. Ax [Selea) 2. Ay v 3. Internal hinge He v 4. Internal hinge HE Seiea) v 5. Fy ISeleti v 6. Cy * 7. Dy

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

Here are the following choices for the given problem.

1.) Ax

a. 50 kn

b. 12 kn

c. 65 kn

d. 325 kn

e. 74 kn

2.) Ay

a. 12 kn

b. 50 kn

c. 325 kn

d. 74 kn

e. 30 kn

3.) Internal hinge - H_B

a. 65 kn

b. 12 kn

c. 50 kn

d. 30 kn

e. 325 kn

4.) Internal hinge - H_E

a. 325 kn

b. 30 kn

c. 12 kn

d. 50 kn

e. 74 kn

5.) Fy

a. 30 kn

b. 50 kn

c. 74 kn

d. 325 kn

e. 12 kn

6.) Cy

a. 12 kn

b. 50 kn

c. 74 kn

d. 65 kn

e. 325 kn

7.) Dy

a. 30 kn

b. 74 kn

c. 50 kn

d. 65 kn

e. 325 kn

5 kN
15 kN
13
5 kN/m
3 kN/m
Determine reactions.
E
Internal hinge
D
Internal hinge
20 m
20 m
50 m
20 m
20 m
[Seleca)
1. Ax
[Select)
2. Ay
[Selea)
3. Internal hinge Hg
1Seier
4. Internal hinge - HE
(Seiea)
v 5. Fy
v 6. Cy
(Seles)
* 7. Dy

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