The values of axial stress (σ) in kN/m2 , bending moment (M) in kNm, and shear force (V) in kN acting at point P for the arrangement shown in the figure are respectively

1
1000, 75 and 25
2
1250, 150 and 50
3
1500, 225 and 75
4
1750, 300 and 100

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