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+clear
+//
+
+//variable declaration
+
+w=(100) //wide of rectangular beam,mm
+h=(200) //height or rectangular beam dude,mm
+
+I=w*(h**3)/12
+
+//At point A, which is at 30 mm below top fibre
+y=100-30
+M=(80*1000000) //sagging moment,KN-m
+
+fx=M*y/I
+
+px=-fx
+F=(100*1000 ) //shear force,N
+b=(100)
+A=b*30
+y1=100-15
+
+q=(F*(A*y1))/(b*I) //shearing stress,N/mm^2
+
+py=0
+p1=(px+py)/2+sqrt((((px-py)/2)**2)+(q**2))
+p2=(px+py)/2-sqrt((((px-py)/2)**2)+(q**2))
+printf("\n p1= %0.2f N/mm^2",p1)
+printf("\n p2= %0.2f N/mm^2",p2)