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18 kN x < 1 m 18 kN/m B V 2.5 m 1.5 m I W250 x 22.3 Determine the deflection @ point B.

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18 kN x < 1 m 18 kN/m B V 2.5 m 1.5 m I W250 x 22.3 Determine the deflection @ point B. Use E=200 GPa. Add force Q at point B. Units: Forces in kN, lengths in m.

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