Q5. Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the Figure Q5. Given that E-2x10"N/m', A-10mm, L-Im and P-lkN. The horizontal displacement of Joint C (in mm, up to one decimal place) is 2P Joint C P- 2AE AE AE

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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05. Consider the deformable pin-jointed truss with loading, geometry and section properties as
shown in the Figure Q5. Given that E=2x10"N/m, A=10mm, L=Im and P-lkN. The
horizontal displacement of Joint C (in mm, up to one decimal place) is
„JointC
P
2AE
7.
AE
AE
Figure 05
Transcribed Image Text:05. Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the Figure Q5. Given that E=2x10"N/m, A=10mm, L=Im and P-lkN. The horizontal displacement of Joint C (in mm, up to one decimal place) is „JointC P 2AE 7. AE AE Figure 05
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