Engineering Mechanics of Materials |
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Page 22
... subjected to the torques shown in Figure H1.20 . Draw the torque diagram for this shaft . 4 k - ft 4 k - ft . 1.18 The shaft depicted in Figure H1.18 is subjected to an external torque that varies sinusoidally as shown . It is ...
... subjected to the torques shown in Figure H1.20 . Draw the torque diagram for this shaft . 4 k - ft 4 k - ft . 1.18 The shaft depicted in Figure H1.18 is subjected to an external torque that varies sinusoidally as shown . It is ...
Page 339
... subjected only to axial loads , Chapter 4 with members subjected only to torsional loads , and Chapter 5 with members subjected only to flexural loads . There are numerous engineering situations relating to structural and machine ...
... subjected only to axial loads , Chapter 4 with members subjected only to torsional loads , and Chapter 5 with members subjected only to flexural loads . There are numerous engineering situations relating to structural and machine ...
Page 370
... subjected to large hydrostatic pres- sure , resulting in appreciable changes in volume but no changes in shape , and ... subjected to a uniaxial state of stress in which the only nonzero principal stress is σ1 is given by Eq . 3.5 to be ...
... subjected to large hydrostatic pres- sure , resulting in appreciable changes in volume but no changes in shape , and ... subjected to a uniaxial state of stress in which the only nonzero principal stress is σ1 is given by Eq . 3.5 to be ...
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