A Simply supported beam AB of length 3 m is subjected to a uniformly varying load. The magnitude of the load varies linearly from 0 kN/m at x = 0 (A) to 6 kN/m at x = 3 (B). Then 

1
The reactions at A and B are 3 kN and 6 kN respectively
2
The shear force distribution is parabolic 
3
The Bending moment is linear.
4
The value of maximum bending moment is 3.464 kN-m

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