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diff --git a/764/CH4/EX4.3.b/result4_3.txt b/764/CH4/EX4.3.b/result4_3.txt
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+-->//(Design against Static Load) Example 4.3
+ 
+-->//Tensile yield strength of steel 30C8 Syt (N/mm2)
+ 
+-->Syt = 400
+ Syt  =
+ 
+    400.  
+ 
+-->//Factor of safety fs 
+ 
+-->fs = 4
+ fs  =
+ 
+    4.  
+ 
+-->//Tensile force acting on the rods P (kN)
+ 
+-->P = 50
+ P  =
+ 
+    50.  
+ 
+-->//Inside diameter of the socket d2 (mm)
+ 
+-->d2 = 50
+ d2  =
+ 
+    50.  
+ 
+-->//Outside diameter of the socket d4 (mm)
+ 
+-->d4 = 100 
+ d4  =
+ 
+    100.  
+ 
+
+Shear failure criterion
+
+Thickness of cotter(t) = 10.000000 mm
+
+Width of cotter(b) = 50.000000 mm
+
+Bending failure criterion
+
+Thickness of cotter(t1) = 11.000000 mm
+
+Width of cotter(b1) = 55.000000 mm
+ 
+\ No newline at end of file