determine the deflection at the right overhang using the Method of Virtual Work 2.0 2.0 40 kN/m 100 kNm 8.0 6.0 10.0 m Assume constant El; E = 200 GPa, 1 = 1460 x 105 mm². P = 229kN F 2.0 Pink

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 right overhang
using the Method of Virtual Work
2.0
2.0
40 kN/m
100 kNm
8.0
6.0
10.0 m
Assume constant El; E = 200 GPa, I = 1460 x 105 mm².
P = 229kN
2.0
PinkN
Transcribed Image Text:determine the deflection at the right overhang using the Method of Virtual Work 2.0 2.0 40 kN/m 100 kNm 8.0 6.0 10.0 m Assume constant El; E = 200 GPa, I = 1460 x 105 mm². P = 229kN 2.0 PinkN
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