Given the direction and values of reactions at hinge and roller of the beam shown in the figure. Using integration method. Determine the deflection at point B of the overhanging beam, El is FLEXURAL RIGIDITY=6000 KN.m^2 60 kN B A D 40 kN 3m 3m 100 kN 4m
Given the direction and values of reactions at hinge and roller of the beam shown in the figure. Using integration method. Determine the deflection at point B of the overhanging beam, El is FLEXURAL RIGIDITY=6000 KN.m^2 60 kN B A D 40 kN 3m 3m 100 kN 4m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![docs.google.com
Given the direction and values of
reactions at hinge and roller of the beam
shown in the figure. Using integration
method. Determine the deflection at point
B of the overhanging beam, El is
FLEXURAL RIGIDITY=6000 KN.m^2
60 kN
B
C
100 kN
40 kN
3m
3m
۱۰:۱۳
4m
+0.005 m
-0.025 mm
-0.025 m
_ 0.090 mm
- 0.090 m
+0.025 mm
-.0.005 m
+0.090 m
+0.025 m
+0.090 mm
(](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F64fa2b49-5ca1-425b-a689-93e010352082%2Fb2914e61-c929-44f4-beaa-d2fbdf6c1873%2Fgzzyi8o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:docs.google.com
Given the direction and values of
reactions at hinge and roller of the beam
shown in the figure. Using integration
method. Determine the deflection at point
B of the overhanging beam, El is
FLEXURAL RIGIDITY=6000 KN.m^2
60 kN
B
C
100 kN
40 kN
3m
3m
۱۰:۱۳
4m
+0.005 m
-0.025 mm
-0.025 m
_ 0.090 mm
- 0.090 m
+0.025 mm
-.0.005 m
+0.090 m
+0.025 m
+0.090 mm
(
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