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+-->//(Design against Static Load) Example 4.12
+ 
+-->//Refer Fig.4.39
+ 
+-->//Force acting on the bracket P (kN)
+ 
+-->P = 5
+ P  =
+ 
+    5.  
+ 
+-->//Ultimate tensile strength of FG200 material Sut (N/mm2)
+ 
+-->Sut = 200
+ Sut  =
+ 
+    200.  
+ 
+-->//Factor of safety fs
+ 
+-->fs = 3.5
+ fs  =
+ 
+    3.5  
+ 
+-->//Angle made by the line of force with the vertical theta (radian)
+ 
+-->theta = (60 * (%pi/180))
+ theta  =
+ 
+    1.0471976  
+ 
+-->//Distance between the point load and the horizontal axis h (mm)
+ 
+-->h = 150
+ h  =
+ 
+    150.  
+ 
+-->//Distance between the point load and the rigid support r (mm)
+ 
+-->r = 300
+ r  =
+ 
+    300.  
+ 
+-->//Ratio of depth to width of the cross-section ratio
+ 
+-->ratio = 2
+ ratio  =
+ 
+    2.  
+ 
+
+Value of t = 35.000000 mm
+
+Area of cross-section = (35.000000 x 70.000000) mm2
+ 
+\ No newline at end of file