## Elements of strength of materials |

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angle of twist assumed axes axial becomes bending moment diagram bending stress Calculate cantilever beam centroid circular cross-section column compressive stress concrete condition consider corresponding cross-sectional area deformation denote diameter direction distributed load elastic line element elongation equal equation example factor of safety flange flexural rigidity formula fracture free end ft long Hooke's law horizontal inertia load of intensity loaded as shown magnitude material maximum bending maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtain plane plastic principal stresses prismatic PROBLEMSET proportional limit pure bending radius ratio rectangular cross-section represents rivets rotation section modulus shaft shear force shown in Fig simply supported beam solution span specimen statically indeterminate strain energy Strength of Materials stress concentration tangent temperature tensile stress tensile test torque torsion tube uniform uniformly distributed unit length yield point zero