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Question
The Reaction A,=5.75 kN. The Reaction C,=34.25 kN. The Section Modulus, S, for the beam is 667 x 10 m. Draw the shear and moment diagrams for the beam. Determine
the maximum normal stress due to bending.
Fig: 1
Fig: 2
Fig: 3
Fig: 4
Fig: 5
Fig: 6
