Mechanics of Materials |
From inside the book
Results 1-3 of 82
Page 210
... radius c . To do this , compute the percent increase in torsional stress and angle of twist per unit length for the ... radius r , and an inner radius r . The shear modulus is G. 2/2 T Prob . 5-68 Тв B to TA Prob . 5-70 5-69 . The shaft ...
... radius c . To do this , compute the percent increase in torsional stress and angle of twist per unit length for the ... radius r , and an inner radius r . The shear modulus is G. 2/2 T Prob . 5-68 Тв B to TA Prob . 5-70 5-69 . The shaft ...
Page 248
... radius r = 4 mm , determine the maximum torque T that can be applied . 5-126 . The members are connected with a fillet weld of radius r = 4 mm . Determine the maximum shear stress in the shaft if T = 10 Nm . 5-130 . The shaft is fixed ...
... radius r = 4 mm , determine the maximum torque T that can be applied . 5-126 . The members are connected with a fillet weld of radius r = 4 mm . Determine the maximum shear stress in the shaft if T = 10 Nm . 5-130 . The shaft is fixed ...
Page 535
... radius r , 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 ...
... radius r , 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 ...
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