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+Pu=1500//in kN
+fck=15//in MPa
+fy=250//in MPa
+l=2.75//unsupported length, in m
+//assume 1% steel
+Ag=Pu*10^3/(0.4*fck*0.99+0.67*fy*0.01)//in sq mm
+L1=225//assuming a square column
+L2=Ag/L1//in mm
+L2=880//in mm
+Asc=0.01*L1*L2//in sq mm
+e1=l*10^3/500+L1/30//in mm
+e2=l*10^3/500+L2/30//in mm
+ep1=0.05*L1//<e1
+ep2=0.05*L2//>e2, hence Ok
+mprintf("The column is safe on long dimension side but not on short dimension side. As such, the column be checked for eccentricity in short direction.")