Mechanics of Materials |
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Page 223
... tube having a closed cross sec- tion , that is , a tube that does not have any breaks or slits along its length ... TUBES HAVING CLOSED CROSS SECTIONS 223 Thin-Walled Tubes Having Closed Cross Sections.
... tube having a closed cross sec- tion , that is , a tube that does not have any breaks or slits along its length ... TUBES HAVING CLOSED CROSS SECTIONS 223 Thin-Walled Tubes Having Closed Cross Sections.
Page 232
... tube has a thickness of 5 mm and the mean cross - sectional dimensions shown . Determine the average shear stress in the tube . Neglect the stress concentrations at the corners . If the tube has a length of 4 m , determine the angle of ...
... tube has a thickness of 5 mm and the mean cross - sectional dimensions shown . Determine the average shear stress in the tube . Neglect the stress concentrations at the corners . If the tube has a length of 4 m , determine the angle of ...
Page 233
... tube if the average shear stress is not to exceed 12 ksi when a torque of T = 20 kip in . is applied to the tube . Neglect stress concentra- tions at the corners . The mean dimensions of the tube are shown . · * 5-116 . Determine the ...
... tube if the average shear stress is not to exceed 12 ksi when a torque of T = 20 kip in . is applied to the tube . Neglect stress concentra- tions at the corners . The mean dimensions of the tube are shown . · * 5-116 . Determine the ...
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