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+//Strength Of Material By G.H.Ryder
+//Chapter 2
+//Example 2
+//To Find the dimensions so that the strength shall be same against all type of failure
+
+clc();
+
+//Initialization of Variables
+d=5;  //diameter of rod , Unit in cm
+f=1.25;  //thickness of cotter , Unit in cm
+StressTension=300; //Permissible stress in tension, Unit in cm
+StressShearMember=150;  //Permisible shear stress in members, Unit in N/mm^2
+StressShearCotter=225; //Permissible shear cotter in members, Unit in N/mm^2
+StressCrushing=450; //Permissible Crushing stress in members, Unit in N/mm^2
+
+
+//Calculations
+//(1) Load (P)
+P=StressTension*(%pi)*(d*10)^2/4;  //load, Unit in N
+//(2) Shear fo cotton:StressShearCotter=P/(2*e*f*10)
+e=P/(2*f*10*StressShearCotter); // Cotter , Unit in mm,   The answer vary due to round off error
+//(3)Shear of right-handed member
+//ShearStressMember=P/(4*a*b)
+aMultiplyb=P/(4*StressShearMember);  // Unit in mm^2
+//(4)Shear of left-handed member
+//ShearStressMember=P/(2*c*h)
+cMultiplyh=P/(2*StressShearMember)  //Unit in mm^2
+//(5) Crusing between right hand member and cotter
+//StressCrushing=P/(2*a*f*10)
+a=P/(2*f*10*StressCrushing);   //Unit in mm,     The answer vary due to round off error
+b=aMultiplyb/a;  //from (3), Unit in mm,     The answer vary due to round off error
+//(6)Crushing between left hand member and cotter
+//StressCrusing=P/(f*10*h)
+h=P/(f*10*StressCrushing);   //Unit in mm,   The answer vary due to round off error
+c=cMultiplyh/h;   //from (4), Unit in mm,   The answer vary due to round off error
+
+//Results
+printf("Given: d=%.0fmm, f=%.2fmm\n",d,f)
+printf("The other dimension required are:\n\t")
+printf(" a=%.1f mm\n\t b=%.1f mm \n\t c=%.1f mm \n\t h=%.1f mm \n\t e=%.0f mm \n\t",a,b,c,h,e)      //The answer vary due to round off error