Find the slope and deflection at B and E of the beam and loadings shown using double integration method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).

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Find the slope and deflection at B and E of the beam and loadings shown using double integration method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).

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