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There are many established methods of solving deflection of beam. Some notable methods are as follows.Double integration methodArea-moment methodMethod of superpositionConjugate beam methodCastigliano's TheoremThe most widely used are the method of superposition and area-moment method. Links are provided in the related linksfor you to read the procedure for each method and many examples in simply supported beams.
Camber is the amount of deflection provided in the opposite direction of loadings. That is when the beam is subjected to Vertical downward loadings, the beam has a tendency of deflecting downwards. In this case, camber value is to be given in the upward direction so that when it is fully loaded condition, the beam would have almost zero deflection. Similarly, when the beam is subjected to vertical upward loadings, the camber value is to be given in downward direction. The purpose of camber in steel beam is to have almost zero deflection w.r.t.o beam axis after loading of beam as highlighted earlier. by R.Ravichandran, Chennai-49
cantilever beam,contineous beam,fixed beam,simply supported beam
It's called a deflection coil. If a c.r.t. uses magnetic deflection, there will be two deflection coils, a horizontal one and a vertical one.
Rcc beam is supported between two support to carry the structure