12 kN -4 m -4 m - 8, 7 6 5 2 3m 3. Probs. 14–3/4

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the vertical deflection at joint 2 and the force in member 4 of the truss in as shown. Take A = 0.0015 m2 and E = 200 GPa for each member.

12 kN
-4 m
-4 m
-
8,
7
6
5
2
3m
3.
Probs. 14–3/4
Transcribed Image Text:12 kN -4 m -4 m - 8, 7 6 5 2 3m 3. Probs. 14–3/4
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