Engineering Mechanics of Materials |
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Page 162
... Plot the variation of shearing stress along a typical radial line of the shaft . 15,000 N - m D = 0.12 m 27 nate measured along the axis of the shaft . Determine the maximum shearing stresses in segments AB , BC , and CD of this shaft ...
... Plot the variation of shearing stress along a typical radial line of the shaft . 15,000 N - m D = 0.12 m 27 nate measured along the axis of the shaft . Determine the maximum shearing stresses in segments AB , BC , and CD of this shaft ...
Page 646
... plots : ( a ) S versus N. ( b ) S versus log N ( on semilog paper ) . Observe these plots together with Figure 13.16 and note why the log S versus log N plot is to be preferred . Plotting these data should increase your awareness of the ...
... plots : ( a ) S versus N. ( b ) S versus log N ( on semilog paper ) . Observe these plots together with Figure 13.16 and note why the log S versus log N plot is to be preferred . Plotting these data should increase your awareness of the ...
Page 647
... plots together with Figure H13.32 and note why the log S versus log N plot is to be preferred . Plotting these data should increase your awareness of the great expenditures of time and money required for assembling fatigue test informa ...
... plots together with Figure H13.32 and note why the log S versus log N plot is to be preferred . Plotting these data should increase your awareness of the great expenditures of time and money required for assembling fatigue test informa ...
Contents
Internal Forces in Members | 1 |
Stress Strain and Their Relationships | 53 |
Stresses and Strains in Axially Loaded Members | 115 |
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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 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 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 shaft shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress at point stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁