The values of axial stress $(\sigma)$ in $kN/m^2$, bending moment $(M)$ in kNm, and shear force $(V)$ in kN acting at point P fr the arrangement shown in the figure are respectively.
- $1000, 75$ and $25$
- $1250, 150$ and $50$
- $1500, 225$ and $75$
- $1750, 300$ and $100$