Determine the deflection at the left overhang using either the Method of Virtual Work o Castigliano's Theorem. P= 151 kN Assume constant El; E = 200 GPa, I = 1460 x 106 mm². P (in kN) 1.5 1.0 5.0 40 kN/m D 200 kNm 9.5 12.0m 9.5

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the deflection at the left overhang using either the Method of Virtual Work or
Castigliano's Theorem. P= 151 kN
Assume constant El; E = 200 GPa, I = 1460 x 106 mm4.
P (in kN)
olo
1.5
1.0
5.0
40 kN/m
D
200 kNm
9.5
12.0 m
9.5
Transcribed Image Text:Determine the deflection at the left overhang using either the Method of Virtual Work or Castigliano's Theorem. P= 151 kN Assume constant El; E = 200 GPa, I = 1460 x 106 mm4. P (in kN) olo 1.5 1.0 5.0 40 kN/m D 200 kNm 9.5 12.0 m 9.5
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