5@3m = 15 m 1 kN Determine the support reactions and member forces of GF, EF, GE, HG, HD, GD and HI. The method of joints is selected to solve the Hg 5 m 2 kN 15 problem. 2 kN НА 2 kN VA 15 = 6 5 ? HD: ? ? = 2m [Vg=0kN, VA = 7kN (†), Hg = 9.6kN (-), HA = 9.6kN (→)]

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1)
5@3m = 15 m
Hg
1 kN
Determine the support
reactions and member forces
of GF, EF, GE, HG, HD, GD
and HI. The method of joints
is selected to solve the
problem.
VK
E
5 m
15
B
2 kN
2 kN
НА
2 kN
VA
6
15 = 6
5
5
HD: ?
? = 2m
[VK = OkN, VA = 7kN (†), Hg = 9.6kN (-), HA = 9.6kN (→)]
Transcribed Image Text:1) 5@3m = 15 m Hg 1 kN Determine the support reactions and member forces of GF, EF, GE, HG, HD, GD and HI. The method of joints is selected to solve the problem. VK E 5 m 15 B 2 kN 2 kN НА 2 kN VA 6 15 = 6 5 5 HD: ? ? = 2m [VK = OkN, VA = 7kN (†), Hg = 9.6kN (-), HA = 9.6kN (→)]
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