As.Maximum bending stars $ 15N//MM^(2){:[F=800 N" (person': "],[(sum fy=0)/(F)=R_(A)+R_(B)=800],[sumM_(B)=0],[R_(A)(0.8)=F xx2],[R_(A)=2000N]:}1200n SFPR_(B)=-1200Nfrom (1)(a) SFD & BMDfrom right Q=Phi Bending stress at A M_(A)=R_(B)xx0.8=Fxx1.2{:M_(A) ... See the full answer