A beam AB simply supported at its ends A and B, 3m long, carries a uniformly distributed load of 1 kN/m over its entire length and a concentrated load of 3kN at 1 m from A:

If ISJB 150 with IXX = 300 cm4 is used for the beam, the maximum value of bending stress is 

1
75 MPa
2
85 MPa
3
125 MPa
4
250 MPa

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