Determine the deflection at the end of the overhang by applying the second moment area theorem. The modulus of elasticity is 50000OMPA and the cross section is given below. See figure 10. 75mm 20KN 120 2m 1.5m V 1.5m E 2m mm Figure 10 0.0021667m 0.0031667m 0.0051667m 0.0041667m
Determine the deflection at the end of the overhang by applying the second moment area theorem. The modulus of elasticity is 50000OMPA and the cross section is given below. See figure 10. 75mm 20KN 120 2m 1.5m V 1.5m E 2m mm Figure 10 0.0021667m 0.0031667m 0.0051667m 0.0041667m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Determine the deflection at the end of the overhang by applying the second
moment area theorem. The modulus of elasticity is 50000OMPA and the cross
section is given below. See figure 10.
75mm
20KN
B
A
1.5m V 1.5m
120
E
2m
2m
mm
Figure 10
0.0021667m
0.0031667m
0.0051667m
0.0041667m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faba79f3f-30de-4c59-99fc-1d684d7b8cd3%2F652972be-4fe1-42b9-997c-554561a74aa0%2Fs9j5v3i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Determine the deflection at the end of the overhang by applying the second
moment area theorem. The modulus of elasticity is 50000OMPA and the cross
section is given below. See figure 10.
75mm
20KN
B
A
1.5m V 1.5m
120
E
2m
2m
mm
Figure 10
0.0021667m
0.0031667m
0.0051667m
0.0041667m
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