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A steel column 3 m hight is of hollow square section, 200 mm outside dimension and 20 mm wall thickness. (young's modules E=210*10^9) calculate A: the compressive load which will give a stress of 60 MN/m^2 in column. B: the compression o the column under the load in (A).
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Name Any One Major Difference Between the Public Company and Private Company?
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Did you create secondary index?
The CST assessement for the FY 2006-07 is completed on 31-3- 2010 and the same is received by dealer on 22-4-10. The question is that the dealer colud not produced the original H Forms at the time time asst. except the photostat copies filed. But the CTO not allowed and calculate tax at net 4% on H Forms turnover. CTO is saying that it is time barred by 31-3-10. Therefore even after produced we can not revise. We filed with case laws that it can be revised But when it is time barred it canot be. Therefore I request You to help the dealer ANYCASE LAW is there in the above case Pl. guide us.