Strength of Materials |
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Page 189
... cylindrical tube is similar to the box beam ( Fig . 7-24c ) ; the shear flow for this must be given in cylindrical coordi- Fig . 7-24 A I B C B B ( a ) ( b ) ( c ) nates . For both tubular shapes , the shear flow Sec . 7-4 189 Shear ...
... cylindrical tube is similar to the box beam ( Fig . 7-24c ) ; the shear flow for this must be given in cylindrical coordi- Fig . 7-24 A I B C B B ( a ) ( b ) ( c ) nates . For both tubular shapes , the shear flow Sec . 7-4 189 Shear ...
Page 238
... cylindrical member , with the integral evaluated from Rinside to Routside , or with J being valid for the actual area . See Appendix A for a review of moments of inertia . Let us pause for a moment and marvel about the works of nature ...
... cylindrical member , with the integral evaluated from Rinside to Routside , or with J being valid for the actual area . See Appendix A for a review of moments of inertia . Let us pause for a moment and marvel about the works of nature ...
Page 245
... cylindrical member if the maximum stress is in the range of elastic behavior . This is done by combining three simple relationships . Two of these are Eq . 3-3 and the generalized form of Eq . 9-2 : The third is where y , = Τρ GY ( from ...
... cylindrical member if the maximum stress is in the range of elastic behavior . This is done by combining three simple relationships . Two of these are Eq . 3-3 and the generalized form of Eq . 9-2 : The third is where y , = Τρ GY ( from ...
Contents
INTRODUCTION | 1 |
2 | 36 |
MECHANICAL PROPERTIES OF MATERIALS | 73 |
Copyright | |
13 other sections not shown
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