Mechanics of Materials |
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Page 223
... thickness of the tube . In other words , we will be able to determine the average shear stress in the tube at any given point . Before we do this , however , we will first discuss some preliminary concepts regarding the action of shear ...
... thickness of the tube . In other words , we will be able to determine the average shear stress in the tube at any given point . Before we do this , however , we will first discuss some preliminary concepts regarding the action of shear ...
Page 414
... thickness t . 100 mm One 100 mm 1 Prob . 7-80 7-81 . Determine the location e of the shear center , point O , for the thin - walled member having the cross section shown . The member segments have the same thickness t . b Prob . 7-83 ...
... thickness t . 100 mm One 100 mm 1 Prob . 7-80 7-81 . Determine the location e of the shear center , point O , for the thin - walled member having the cross section shown . The member segments have the same thickness t . b Prob . 7-83 ...
Page 535
... thickness t , and length L. If it is subjected to an internal pressure p , show that the increase in its inner radius is dr = re = pr2 ( 1 - v ) / Et and the increase in its length is AL = pLr ( v ) / Et . Using these results , show ...
... thickness t , and length L. If it is subjected to an internal pressure p , show that the increase in its inner radius is dr = re = pr2 ( 1 - v ) / Et and the increase in its length is AL = pLr ( v ) / Et . Using these results , show ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress axes axial force axial load beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation Determine the maximum diameter distributed load elastic curve element Example factor of safety free-body diagram ft Prob Hooke's law in² inertia kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal stresses radius reactions sectional area segment shaft shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram thickness Tmax torque torsional tube vertical yield zero ΕΙ