Strength of Materials |
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Page 37
... allowable tensile stress = σ , ( given ) ; maximum allowable compressive stress = σε -2σ ,; absolute maximum shear stress * 1-52 . σ = 10,000 psi Ox - = 0 σ , = 12,000 psi σι - ? 0/2 . = Tmax * 1-53 . σχ = 100 MPa 100 MPa - στ τ = 150 ...
... allowable tensile stress = σ , ( given ) ; maximum allowable compressive stress = σε -2σ ,; absolute maximum shear stress * 1-52 . σ = 10,000 psi Ox - = 0 σ , = 12,000 psi σι - ? 0/2 . = Tmax * 1-53 . σχ = 100 MPa 100 MPa - στ τ = 150 ...
Page 180
... allowable stress in a particular situation . Another way to state the limitation for the applied moment is that it should not exceed the lower of the two maximum values computed using the last two equations . If there is a big ...
... allowable stress in a particular situation . Another way to state the limitation for the applied moment is that it should not exceed the lower of the two maximum values computed using the last two equations . If there is a big ...
Page 355
... allowable flaw size in Probs . 13-29 to 13-32 . The first row gives the material and its properties . = 40 ksiin . 13-29 . 4340 steel : σys 13-30 . = Stress to be applied 200 ksi . 4340 steel : Oys 1.45 GPa , = би Stress to be applied ...
... allowable flaw size in Probs . 13-29 to 13-32 . The first row gives the material and its properties . = 40 ksiin . 13-29 . 4340 steel : σys 13-30 . = Stress to be applied 200 ksi . 4340 steel : Oys 1.45 GPa , = би Stress to be applied ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
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Common terms and phrases
angle applied Assume axial beam bending brittle buckling calculated caused cm² column compressive stress concrete Consider constant crack cross section cross-sectional area curvature cyclic cylindrical deflection Determine diameter ductile elastic strain element elongation equations equilibrium EXAMPLE extensometer external load factors of safety failure fatigue fibers fracture free-body diagram ft-lb given GPa Fig implant in² increase lb/ft magnitude maximum shear stress maximum stress metal minimum modulus Mohr's circle neutral axis normal stress notch plane plastic deformation plate plot pole pressure Prob problems R₁ radius residual stresses shaft shear force shear strain shear strength shown in Fig Solution specimen steel strain gages strength of materials stress distribution stress-strain curve temperature tensile stress tension thickness Tmax torque torsion tube versus vertical weld wire yield strength zero