Determine the deflection at the left overhang of the beam loaded as shown below using double integration method Assume constant El; E = 200 GPa, I = 1460 x 106 mmª. 40 kN/m P (in kN) с 9.5 12.0m P=139KN 200 kNm

Structural Analysis
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Chapter2: Loads On Structures
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Determine the deflection at the left overhang of the beam
loaded as shown below using double integration method
Assume constant El; E = 200 GPa, I = 1460 x 106 mmª.
50
40 kN/m
P (in kN)
с
9.5
12.0m
P=139KN
200 kNm
Transcribed Image Text:Determine the deflection at the left overhang of the beam loaded as shown below using double integration method Assume constant El; E = 200 GPa, I = 1460 x 106 mmª. 50 40 kN/m P (in kN) с 9.5 12.0m P=139KN 200 kNm
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