Determine the deflection at the left ovehanging end Using Double Integration Method A Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 C 200 kNm P= 279kN D P (in kN) E

Structural Analysis
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Chapter2: Loads On Structures
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Determine the deflection at the left ovehanging end
Using Double Integration Method
Assume constant El; E = 200 GPa, I = 1460 x 106 mm².
1.0
B
40 kN/m
All distances are in meters.
9.0
8.0
9.0
12.0
C
200 kNm
P= 279kN
D
P (in kN)
E
Transcribed Image Text:Determine the deflection at the left ovehanging end Using Double Integration Method Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 C 200 kNm P= 279kN D P (in kN) E
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