Can someone please tell me how to find the stress resultant of a section of a cantilevered beam as shown in dia. below? The dashed x, y line is showing the centroid (if that makes a difference for this question) I know how to find the bending moments and sheer stress, but I am not sure what stress resultant actually means so it makes it 'slightly' hard to find it. If somone manages to just define in simple terms the expression 'stress resultant', or just gives me a bit of advice I should be able to find it easily I think. Thanks, James.