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State of Stress
State of Strain
16 other sections not shown
angle applied Assume axial loading beam behavior bolt buckling stress Calculate centroid column curve components compression constant cross section cross-sectional area curvature deflection deformation determined diameter distribution eccentricity effect elastic range element energy equal equation equilibrium example factor of safety failure fatigue Figure flange formula function inelastic joint lb/in length line force material maximum shear stress method modulus Mohr's circle neutral axis normal stress notch Note obtained plane plane stress plastic strain plotted Poisson's ratio principal axes principal stresses Prob pure bending pure shear radius ratio rectangular cross section represents resultant rivets rotation shear strain shear stress shear-stress theory shown in Fig shows sketch static statically indeterminate steel straight strength stress concentration stress-strain diagram structural Substituting temperature tensile stress tension thickness thin-walled torsion transmitted transverse tube vector vertical welding width yield stress zero