Integration Method ...... W = 10 kN/m B Compute deflection at the free end (maximum deflection). YB = ymax = ? A - L = 2

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Integration Method ...... W = 10 kN/m B Compute deflection at the free end (maximum deflection). YB = ymax = ? A - L = 2

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Integration Method W 10 Kn M B Compute Deflection At The Free End Maximum Deflection Yb Ymax A L 2 1
Integration Method W 10 Kn M B Compute Deflection At The Free End Maximum Deflection Yb Ymax A L 2 1 (55.18 KiB) Viewed 17 times
Integration Method ...... W = 10 kN/m B Compute deflection at the free end (maximum deflection). YB = ymax = ? A - L = 2 m = X E = 200 x 106 kN/m2 I = 100 x 10-6 m4
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