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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
+//Tensile yield strength of FeE200 Syt (N/mm2)
+Syt = 200
+//Factor of safety fs
+fs = 4
+//Load supported by the column P (kN)
+P = 25
+//Ratio of outer diameter to inner diameter ratio
+ratio = 0.8 \ No newline at end of file