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+
+//Obtain path of solution file
+path = get_absolute_file_path('solution4_3.sce')
+//Obtain path of data file
+datapath = path + filesep() + 'data4_3.sci'
+//Clear all
+clc
+//Execute the data file
+exec(datapath)
+//Calculate permissible stresses for cotter (N/mm2)
+//Tensile stress sigma
+sigma = Syt/fs
+//Yield strength in shear for cotter Ssy (N/mm2)
+Ssy = (50/100)*Syt
+//Shear stress tau
+tau = Ssy/fs
+//Shear failure criterion
+//Calculate thickness of cotter t (mm)
+t = sqrt((P * 1000)/(2 * 5 * tau))
+//Calculate width of cotter b (mm)
+b = 5 * t
+//Bending failure criterion
+//Calculate thickness of cotter t1 (mm)
+t1 = ((((P * 1000)/2)*((d2/4) + ((d4 - d2)/6))*(5/2))/((100 * (5^3))/12))^(1/3)
+//Round up t1
+t1 = ceil(t1)
+//Calculate width of cotter b1 (mm)
+b1 = 5 * t1
+//Print results
+printf('\nShear failure criterion\n')
+printf('\nThickness of cotter(t) = %f mm\n',t)
+printf('\nWidth of cotter(b) = %f mm\n',b)
+printf('\nBending failure criterion\n')
+printf('\nThickness of cotter(t1) = %f mm\n',t1)
+printf('\nWidth of cotter(b1) = %f mm\n',b1) \ No newline at end of file