5 m 12 KN/m 3 m 40 kN - B 5 m21 E= constant = 70 GPa A I = 554 (10) mm -4m Н6. 7.17 (a)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Use the virtual work method to determine the vertical deflection at joint C of the frame shown in Fig. 7.17(a)

5 m
12 KN/m
3 m
40 kN -
B
5 m21
E= constant = 70 GPa
A
I = 554 (10) mm
-4m
Н6. 7.17
(a)
Transcribed Image Text:5 m 12 KN/m 3 m 40 kN - B 5 m21 E= constant = 70 GPa A I = 554 (10) mm -4m Н6. 7.17 (a)
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