You have to use 40MPa in the column, then at least 30MPa in the floor. There are code provisions/rules, which you should read and understand, about transmission of column force through a floor of lower strength. The principle is that if the floor concrete is restrained, it therefore can bear the higher stress. But if your consultant has specified the two strengths, he should have confirmed that the arrangement is satisfactory. But above all, don't try to cast them together.