L000145rad. 0.000125ra 7. For the overhanging beam show alculate the deflection of the elastic e right end

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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800N
E = 200GPA
I = 7.5 × 10-6m4
600N/m
300N/m
2m·
4m-
2m-
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
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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