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allowable bending stress allowable stress angle Applying equation 51 beam of Fig beam of Prob beam shown cantilever beam carries a uniformly centroid column composite beam compressive stress conditions of equilibrium cross-sectional area cylinder deformation Determine the maximum diameter distance elastic curve equation 34 evaluate factor of safety fibers fillet flexure theory free body freely supported I-beam Illustrative Example inertia lbs./ft length loaded body located longitudinal shear stress M/EI diagram material maximum bending stress maximum deflection maximum normal stress mid-span modulus of elasticity Mohr's circle neutral axis PBOB plane of loading plate point of inflection principal planes principal stresses problem psi compression range of loading resultant right section rivets section A-A shaft shear center shearing force shown in Fig slope statically indeterminate steel strain supporting forces tensile stress torsional shear stress twisting uniformly distributed load unit stress wall weld zero