L000145rad. 0.000125ra 7. For the overhanging beam show alculate the deflection of the elastic e right end
L000145rad. 0.000125ra 7. For the overhanging beam show alculate the deflection of the elastic e right end
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![800N
E = 200GPA
I = 7.5 × 10-6m4
600N/m
300N/m
2m·
4m-
2m-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fad5dd5d6-9fb3-4754-a2be-ffd4cadd782b%2Fc71d8ec2-5df7-4e9b-9bec-ffcbc9c8f756%2F6d29xbg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:800N
E = 200GPA
I = 7.5 × 10-6m4
600N/m
300N/m
2m·
4m-
2m-
![15. For the overhanging beam shown,
calculate the deflection of the elastic curve
midway between the supports
-1.13mm.
-1.55mm
-0.79mm
-1.36mm
16. For the overhanging beam shown,
calculate the slope of the elastic curve midway
between the supports.
0.000154rad.
0.000136rad.
0.000145rad.
0.000125rad
17. For the overhanging beam shown,
calculate the deflection of the elastic curve at
the right end.
-1.92mm
-1.64mm
-2.17mm
-1.81mm
18. For the overhanging beam shown,
calculate the slope of the elastic curve at the
left support.
-0.00016rad.
0.00032rad
-0.00064rad
-0.00048rad
19. For the overhanging beam shown, solve C1
in the Ely function from the double integration
method.
1340NM^2
-1340NM^2
960NM^2.
-960NM^2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fad5dd5d6-9fb3-4754-a2be-ffd4cadd782b%2Fc71d8ec2-5df7-4e9b-9bec-ffcbc9c8f756%2F4c00jmk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:15. For the overhanging beam shown,
calculate the deflection of the elastic curve
midway between the supports
-1.13mm.
-1.55mm
-0.79mm
-1.36mm
16. For the overhanging beam shown,
calculate the slope of the elastic curve midway
between the supports.
0.000154rad.
0.000136rad.
0.000145rad.
0.000125rad
17. For the overhanging beam shown,
calculate the deflection of the elastic curve at
the right end.
-1.92mm
-1.64mm
-2.17mm
-1.81mm
18. For the overhanging beam shown,
calculate the slope of the elastic curve at the
left support.
-0.00016rad.
0.00032rad
-0.00064rad
-0.00048rad
19. For the overhanging beam shown, solve C1
in the Ely function from the double integration
method.
1340NM^2
-1340NM^2
960NM^2.
-960NM^2
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