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Problem 3 (25 points) EI = 20,000 kN m2 For the following beam, using superposition method and deflection equation sheet to f

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SokH > 115 5.75 s = max ( ) I j - 1:752 z 82.5x7.5x1.75 GEFx 20,00 7.5-2). z 0.00853m 28.53 mm. Ane upward. i18 (2,5 sokn _ G

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