Maximum bending moment and the point of contraflexure

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A beam ABCD is simply supported at A and C which are 8 m apart. A load of 30 KN/m is uniformly distributed over the portion AB which is 6 m long. Concentrated loads of 100 KN and 70 KN act at B and respectively where D is on an overhang 2 m from C. Sketch the shear force and bending moment diagrams and calculate the value and position of the maximum bending moment and the point of contraflexure.

Reference no: EM132416626

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