Hi Freinds
Thanx to all for answering my question
well, my problem is solved using Theory of failures
like Principle stress theory,Principle strain theory
thanx once again to all
Jhon
Hi VEIBLL
Thanx for ur response
But if a load of 200Kg applying on 1m*1m area,
let us take ,if i keep depth 0.01mm,wht will be the result
& also in other case if i keep depth 100mm ,what will
be the result,
i mean to say irrespective of area,depth will also take load,but in calculation...