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

Structural Analysis
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Chapter2: Loads On Structures
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Determine the deflection at the right overhang using either the Method of Virtual Work or the
Castigliano's Theorem. P= 151 kN
Assume constant El; E = 200 GPa, I = 1460 x 106 mm².
1.5
5.0
40 kN/m
9.5
P (in kN)
ļ
9.5
12.0 m
D
E
F
200 kNm
1.0
Transcribed Image Text:Determine the deflection at the right overhang using either the Method of Virtual Work or the Castigliano's Theorem. P= 151 kN Assume constant El; E = 200 GPa, I = 1460 x 106 mm². 1.5 5.0 40 kN/m 9.5 P (in kN) ļ 9.5 12.0 m D E F 200 kNm 1.0
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