Yeah, I asked my professor about the bending equation case, he says it is possible to use that equation. The equation is like; Stress/y = M/I = E/R; So, assuming...

Are you assuming that the 500 KN acts as a point load on the center of the beam? Also, I'm not too sure about using the IS 456:2000 for construction...

civil rockthnx #-Link-Snipped-#.........i am a student of CE 3rd year..from where can i buy is 456-2000 ? and can u tell me about the best book of structural analysis 2...