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allowable bending stress allowable stress aluminum Applying equation 51 axial load beam is freely beam of Fig cantilever beam carries a uniformly centroid column concentrated load cross-sectional area cylinder deformation Determine the maximum diameter distance elastic curve elastic limit evaluate factor of safety fibers fillet flexure theory free body freely supported I-beam Illustrative Example lbs./ft length loaded body located longitudinal shear stress M/EI diagram material maximum bending stress maximum deflection maximum normal stress maximum shear stress mid-span modulus of elasticity Mohr's circle neutral axis Pbob plane of loading plate principal stresses product of inertia psi compression psi tension radius radius of gyration range of loading resultant right section rivets section A-A shear center shearing force shown in Fig slope statically indeterminate steel strain energy supporting forces tensile stress torsional shear stress uniformly distributed load unit stress vertical wall weld yield point zero