3. By using Double Integration Method, Determine the deflection at the free end of the beam shown 5 m 300 kN-m L= 10 m El= constant E=200 GPa 5 m 60 kN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3. By using Double Integration Method, Determine the deflection at the free end of the beam shown
5m
300 kN-m
B
L= 10 m
El = constant
E=200 GPa
30 kN/m
5m
4. By using Double Integration Method, Determine the deflection 3m to the left of roller support.
9m-
El = constant
E = 200 GPa
I=830 x 106 mm4
(a) Real Beam
60 kN
55 kN
3 m
C
Transcribed Image Text:3. By using Double Integration Method, Determine the deflection at the free end of the beam shown 5m 300 kN-m B L= 10 m El = constant E=200 GPa 30 kN/m 5m 4. By using Double Integration Method, Determine the deflection 3m to the left of roller support. 9m- El = constant E = 200 GPa I=830 x 106 mm4 (a) Real Beam 60 kN 55 kN 3 m C
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