Mechanics of Materials |
From inside the book
Results 1-3 of 43
Page 598
... elastic curve for the shaft's centerline . Determine the equations of the elastic curve using the coordinates x and x2 . El is constant . 12-22 . The shaft is supported at A by a journal bearing that exerts only vertical reactions on ...
... elastic curve for the shaft's centerline . Determine the equations of the elastic curve using the coordinates x and x2 . El is constant . 12-22 . The shaft is supported at A by a journal bearing that exerts only vertical reactions on ...
Page 604
... Elastic Curve . Sketch the beam's elastic curve and identify the boundary conditions at the supports . Recall that zero displacement occurs at all pin and roller supports , and zero slope and zero displacement occur at fixed supports ...
... Elastic Curve . Sketch the beam's elastic curve and identify the boundary conditions at the supports . Recall that zero displacement occurs at all pin and roller supports , and zero slope and zero displacement occur at fixed supports ...
Page 609
R. C. Hibbeler. * 12-44 . Determine the equation of the elastic curve . El is con- stant . Prob . 12-44 4 kip * 12-52 . The beam is subjected to the load shown . Determine the equation of the elastic curve . El is constant . 12-53 . The ...
R. C. Hibbeler. * 12-44 . Determine the equation of the elastic curve . El is con- stant . Prob . 12-44 4 kip * 12-52 . The beam is subjected to the load shown . Determine the equation of the elastic curve . El is constant . 12-53 . 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 inē 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