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StrainHookes LawAxial Load Problems
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AISC allowable stress analysis angle applied force assumed axes axial force bending stress bolts caused centroid chapter column compression members compressive stress computed concentrated force considered constant cross section cross-sectional area cylinder deflection deformations determine diameter dimensions direction distance elastic curve elastic modulus element equal equations equilibrium example factor of safety fibers figure flange flexure forces acting formula free-body Hence Hooke's law horizontal inertia infinitesimal isoclinic lines kN-m length linearly loaded as shown magnitude material maximum shearing stress maximum stress meter method modulus Mohr's circle Neglect the weight neutral axis normal stress obtained perpendicular plane plastic plates principal stresses PROB problem reactions rectangular resisting rivets rotation segment shaft shear center shear diagram shown in Fig SOLUTION span statically indeterminate steel stress concentrations stress distribution stresses acting tangent tensile stress tension tion torque torsion tube welds zero