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reveals that the optimum design set with maximum equivalent stress, geometry mass,
          and maximum deflection is 169.9 MPa, 58.07kg, and 10.87 mm respectively. Maximum
          equivalent stress increase by 35.43% within the limiting value of stress, geometry mass
          reduced by 35.36% and total deflection increased by 31.64% within the limiting value of
          deflection as per Eurocode-3.

          Key  words:  Deflection,  stress  analysis,  cantilever  beam,  stiffener,  Mohr’s  moment,
          concentrated load, UDL, FEA



























































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