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+-->//(Design against Static Load) Example 4.4
+
+-->//Tensile yield strength of plain carbon steel 40C8 Syt (N/mm2)
+
+-->Syt = 380
+ Syt =
+
+ 380.
+
+-->//Diameter of each rod d (mm)
+
+-->d = 50
+ d =
+
+ 50.
+
+-->//Thickness of cotter t (mm)
+
+-->t = 15
+ t =
+
+ 15.
+
+-->//Factor of safety fs
+
+-->fs = 6
+ fs =
+
+ 6.
+
+
+Load acting on rods(P) = 124354.709205 N
+
+Inside diameter of socket(d2) = 65.000000 mm
+
+Outside diameter of socket(d1) = 85.000000 mm
+
+Diameter of socket collar(d4) = 135.000000 mm
+
+a = 35.000000 mm
+
+c = 30.000000 mm
+ \ No newline at end of file