Strength of Materials |
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Page 414
... hardening ( high € ) Van - 80 ( 225 BHN ) 193/28 11.5 0.3 82/81 690/100 / 68 0.283 6.5 approx . stable RQC - 100 ( 300 BHN ) 203 / 29.5 12 0.27 112/75 830/120 165 0.283 6.5 softening SAE 1045 ( 225 BHN ) 200/29 12 0.27 92/60 720/105 ...
... hardening ( high € ) Van - 80 ( 225 BHN ) 193/28 11.5 0.3 82/81 690/100 / 68 0.283 6.5 approx . stable RQC - 100 ( 300 BHN ) 203 / 29.5 12 0.27 112/75 830/120 165 0.283 6.5 softening SAE 1045 ( 225 BHN ) 200/29 12 0.27 92/60 720/105 ...
Page
... hardening 5456 H311 ( 95BHN ) 69/10 34/52 400/58 20/35 0.096 13.3 hardening 7075 T6 71 / 10.3 68/76 580/84 11/33 0.1 13.1 hardening A108 ( cast ) 71 / 10.3 16/27 190/28 2 / 0.1 11.9 hardening Cast irons Gray ( class 30 ) 103/15 5.9 0.2 ...
... hardening 5456 H311 ( 95BHN ) 69/10 34/52 400/58 20/35 0.096 13.3 hardening 7075 T6 71 / 10.3 68/76 580/84 11/33 0.1 13.1 hardening A108 ( cast ) 71 / 10.3 16/27 190/28 2 / 0.1 11.9 hardening Cast irons Gray ( class 30 ) 103/15 5.9 0.2 ...
Page
... hardening ( high € ) Van - 80 ( 225 BHN ) 193/28 11.5 0.3 82/81 690/100 / 68 0.283 6.5 approx . stable RQC - 100 ( 300 BHN ) 203 / 29.5 12 0.27 112/75 830/120 / 65 0.283 6.5 softening SAE 1045 ( 225 BHN ) 200/29 12 0.27 92/60 720/105 ...
... hardening ( high € ) Van - 80 ( 225 BHN ) 193/28 11.5 0.3 82/81 690/100 / 68 0.283 6.5 approx . stable RQC - 100 ( 300 BHN ) 203 / 29.5 12 0.27 112/75 830/120 / 65 0.283 6.5 softening SAE 1045 ( 225 BHN ) 200/29 12 0.27 92/60 720/105 ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
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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