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+-->//(Design against Static Load) Example 4.10
+ 
+-->//Refer Fig.4.29
+ 
+-->//Distance between the axis of the column and the load e (mm)
+ 
+-->e = 500
+ e  =
+ 
+    500.  
+ 
+-->//Tensile yield strength of FeE200 Syt (N/mm2)
+ 
+-->Syt = 200
+ Syt  =
+ 
+    200.  
+ 
+-->//Factor of safety fs
+ 
+-->fs = 4
+ fs  =
+ 
+    4.  
+ 
+-->//Load supported by the column P (kN)
+ 
+-->P = 25
+ P  =
+ 
+    25.  
+ 
+-->//Ratio of outer diameter to inner diameter ratio
+ 
+-->ratio = 0.8
+ ratio  =
+ 
+    0.8  
+ 
+
+Outer diameter(d0) = 160.000000 mm
+
+Inner diameter(di) = 128.000000 mm
+ 
+\ No newline at end of file