Engineering Mechanics of Materials |
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Page 21
... torques which vary as shown in Figure H1.13 . Deter- mine the internal torque T as a function of x and plot the function . Χ Determine the reacting torques at A and D. Find T versus x and plot the torque diagram for thisshaft . 1.15 An ...
... torques which vary as shown in Figure H1.13 . Deter- mine the internal torque T as a function of x and plot the function . Χ Determine the reacting torques at A and D. Find T versus x and plot the torque diagram for thisshaft . 1.15 An ...
Page 22
... torque that varies sinusoidally as shown . It is torsionally fixed at both ends and by symmetry the reacting torques T and T are equal . Determine the internal torque T as a function of x and sketch this function . Determine q and T for ...
... torque that varies sinusoidally as shown . It is torsionally fixed at both ends and by symmetry the reacting torques T and T are equal . Determine the internal torque T as a function of x and sketch this function . Determine q and T for ...
Page 163
... torque is applied to the shaft of Figure H4.7 . Plot the variation of torque versus a longitudinal coordinate measured along the axis of the shaft . Compute the maximum shearing stress in this shaft . measured along the axis of the ...
... torque is applied to the shaft of Figure H4.7 . Plot the variation of torque versus a longitudinal coordinate measured along the axis of the shaft . Compute the maximum shearing stress in this shaft . measured along the axis of the ...
Contents
T Shear and Moment at Specified Sections | 24 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
Copyright | |
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absolute maximum shear aluminum angle of twist applied Assume axes axial force axially loaded beam shown bending C₁ cantilever beam Castigliano's second theorem column components compressive Compute coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter elastic curve equal equation equilibrium Example factor of safety flexural stress free-body diagram Homework Problems k-ft k-in kN-m length longitudinal M₁ material maximum shear stress MN/m² modulus of elasticity Mohr's circle moment of inertia neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal stresses r₁ ratio Refer to Figure respect rotation section a-a segment shaft shear force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ vertical yield strength yield stress zero