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+P=200//in kN
+b=200//width, in mm
+D=350//depth, in mm
+sigma_cc=5//in MPa
+sigma_cbc=7//in MPa
+m=13.33//modular ratio
+Mxx=6//in kN-m
+Myy=4//in kN-m
+cover=40//in mm
+eff_cover=cover+25/2//in mm
+Asc=4*0.785*25^2//four 25 mm dia bars, in sq mm
+Ag=b*D//in sq mm
+Ac=Ag-Asc//in sq mm
+sigma_cc_cal=P*10^3/(Ac+1.5*m*Asc)//in MPa
+//to find bending stress on XX axis
+Ixx=b*D^3/12 + (m-1)*Asc*(D/2-eff_cover)^2//in mm^4
+Zxx=Ixx/(D/2)//in mm^3
+sigma_cbc_xx=Mxx*10^6/Zxx//in MPa
+//to find bending stress on YY axis
+Iyy=D*b^3/12 + (m-1)*Asc*(b/2-eff_cover)^2//in mm^4
+Zyy=Iyy/(b/2)//in mm^3
+sigma_cbc_yy=Myy*10^6/Zyy//in MPa
+sigma_cbc_cal=sigma_cbc_xx + sigma_cbc_yy//in MPa
+sigma_max=sigma_cc_cal + sigma_cbc_cal//in MPa
+sigma_min=sigma_cc_cal - sigma_cbc_cal//in MPa
+mprintf("Maximum stress = %f MPa (compressive)\nMinimum stress = %f MPa (tensile)", sigma_max,sigma_min)