A simply supported beam shown in figure has a span length, L equal $4$m$,$ carrying a uniformly distributed load, w equal $2$ton$/$m$.$ the cross section area has H section shape the dimension of the flange and web are $8*3$cm and $12*1$cm$,$ respectively$\mathrm{.}16-$ equalThe shear force at a distance equal Im from the supportA$-1$ tB$-2$tC$-4$tD$-8$tA$-2$B$-3$C$-4$At a section apart $1$m from the supportThe normal stress at point $(1)$ in kg$/$em$?23-$A$-31224-$A$-425-$A$-312$B$-500$C$-562$The bending moment in t$.$m equalB$-(-4$C$-$ zeroThe normal stress at point $(4)$ in kg$/$em$?$B$-500$c$.562$At the section of maximum bending moment$17-$The normal stress at point $(1)$ in kg$/$em$?$A $-1250$B$-2000$C$-225018-$The normal stress at point $(2)$ in kg$/$em$\text{'}$ isA$-1250$B$-2000$C$-225019-$The normal stress at point $(4)$ in kg$/$cm$?$ isA$-1250$B$-2000$C$-225020-$The distance between neuteral axis and center of gravity isA$-1$ cmB$-2$ cmC$-4$ cm$21-$The moment of inertia about X axis in cm$*$A$-4086$B$-2880$C$-316022-$The maximum bending moment in t$.$m isD$-$ Neither oneD$-$ Neither oneD$-$Neither oneD$-$ Neither oneD$-$ Neither oneD$-$ Neither oneD$-$ Neither oneDNeither oneD. Neither one