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+//(Design against Static Load) Example 4.12
+//Refer Fig.4.39
+//Force acting on the bracket P (kN)
+P = 5
+//Ultimate tensile strength of FG200 material Sut (N/mm2)
+Sut = 200
+//Factor of safety fs
+fs = 3.5
+//Angle made by the line of force with the vertical theta (radian)
+theta = (60 * (%pi/180))
+//Distance between the point load and the horizontal axis h (mm)
+h = 150
+//Distance between the point load and the rigid support r (mm)
+r = 300
+//Ratio of depth to width of the cross-section ratio
+ratio = 2