Answer: -Given dala,Vertical shear force, v=200krShear stres T=(VA bar(4))/( bar(Tb))Shear How, b=1tau=(VA( bar(y)))/(I)rarr" Gineral Eqn of shearffow "Drawing of shear thowThis is Symetrical strecture.Shear stres at the Junction of flanges 4 webs.{:[ bar(y)=(2+100+(200)/(2))],[=(2+100+100)],[ bar(y)=202mm],[sum_(xx)=[((1)/(12)xx4xx100^(3))xx2]+[(1)/(12)xx500 xx4^(3)]+],[I_(xx)=2.3340 xx10^(7)mm4],[b=(100-:400+4xx4xx400^(3)]+[(1 ... See the full answer