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The moment (M) at the fixed end can be computed as follows: 52 'M=%T+PL The flexure formula is used herein to approximately assess the performance of the crane cantilever since the cantilever is commonly constructed as a truss (or frame). The stress (a) due to the bending moment (M) can be expressed as follows: \"=7 In which 0 (=10 in) is the distance from the neutral axis to the extreme fibre of the beam, and I is the moment of inertia of the cross-section. The probabilistic characteristics of the parameters needed in this assignment are listed in Table 1. The crane's material has a yield strength, Y. The failure probability (Pf) can be determined as follows g=PUa