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+At section A-A, Sy=0 and Txy=0
+
+ Sx=(P/A) + ((M1*c)/I)
+ Tmax = Sx/2
+
+Normal stress Sx = 158.4 MPa
+Shear stress Tmax = 79.2 MPa
+
+At section B-B, Sy=0 and Txy=0
+
+ Sx=((M1*c)/I)
+
+Normal stress Sx = 194.4 MPa
+Shear stress Tmax = 97.2 MPa