The stresses acting on Jound to be zo00 Psi m 2000 Psi m (ompress 1on are - 4,000 Psi (use Hthe Counterclockwise sign for Shear stres, ie, T,, font, downrulard en Mohe's arele and O is measured counterclockwise.) element A in the web of a train rail are teusion m the horizontal direction aned in the vertical dretio: Abe, the shear convention PSI In compresson a) Determine the pintipol normal shesses, Fo , and the shear hesses Tmar mayimum 6) plat G, q , and operly aligno d Mshr's Circle and sketch pr Tmax m elements aligned nith the prmeipal planes aned with the Lireti of Maximum Shear stress. JA Side Crom Section View