Mechanics of Materials |
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Page 16
... resultant internal torque acting on the cross sections through points C and D on the shaft . The support bearings at ... resultant internal loadings on the cross sec- tion through point D of member AB . 1-3 . Determine the resultant ...
... resultant internal torque acting on the cross sections through points C and D on the shaft . The support bearings at ... resultant internal loadings on the cross sec- tion through point D of member AB . 1-3 . Determine the resultant ...
Page 18
... resultant internal loadings acting on the cross section through point B in the beam . The beam has a weight of 40 lb / ft and is fixed to the wall at A. 1-22 . Determine the resultant internal loadings acting on the cross section ...
... resultant internal loadings acting on the cross section through point B in the beam . The beam has a weight of 40 lb / ft and is fixed to the wall at A. 1-22 . Determine the resultant internal loadings acting on the cross section ...
Page 19
... resultant internal loadings on the cross section of member CEG at point I. 1-26 . Determine the resultant internal loadings on the cross sec- tions at points K and J of the drum lifter in Prob . 1-25 . 500 lb 1-29 . The main beam AB ...
... resultant internal loadings on the cross section of member CEG at point I. 1-26 . Determine the resultant internal loadings on the cross sec- tions at points K and J of the drum lifter in Prob . 1-25 . 500 lb 1-29 . The main beam AB ...
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