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Homogeneous and Isotropic Bodies
Strain Due to Simultaneous Stresses
46 other sections not shown
applied load assumed bending stress calculated cantilever beam center load CENTROID CM CM CM column compressive stress concentrated load constant cross section curvature curve cylinder Deflection in Terms deformation Design determined DIAGRAM diameter dimensionless distance distributed load edge fixed elastic foundation end fixed End Slope End supports equation Example factor of safety formulas free end Griffel hole inertia inner edge intersection length load lb load over entire loading and support maximum deflection maximum stress modulus of elasticity neutral axis Nomogram nondimensional obtain ooooo ooooo plane Poisson's Ratio radians RADIUS OF GYRATION Resulting Stress rotation shaft shear center Shear Deflection shear stress shown in Fig Solution SSSSS steel strain stress concentration Stress in Terms stress psi Table tensile stress tension Terms of Loading Terms of Resulting thickness torsion transverse load triangular load uniform load values