Engineering Mechanics of Materials |
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Page 179
... angle of twist of A with respect to B as viewed by an observer looking from A toward B and the angle of twist of C with respect to B as viewed by an observer looking from C toward B. 4.34 Refer to Figure H4.33 and determine the maxi ...
... angle of twist of A with respect to B as viewed by an observer looking from A toward B and the angle of twist of C with respect to B as viewed by an observer looking from C toward B. 4.34 Refer to Figure H4.33 and determine the maxi ...
Page 208
... Angle of Twist Torque Angle of Twist ( b ) Determine the shearing modulus of elasticity . ( c ) Plot the linear portion of the shearing stress- strain curve . ( d ) Determine the modulus of resilience . ( e ) Determine the modulus of ...
... Angle of Twist Torque Angle of Twist ( b ) Determine the shearing modulus of elasticity . ( c ) Plot the linear portion of the shearing stress- strain curve . ( d ) Determine the modulus of resilience . ( e ) Determine the modulus of ...
Page 209
... ( angle of twist measurements were terminated at 0 = 30 ° ) . ( b ) Determine the shearing modulus of elasticity . ( c ) Plot the linear portion of the shearing stress- strain curve . ( d ) Determine the modulus of resilience . ( e ) ...
... ( angle of twist measurements were terminated at 0 = 30 ° ) . ( b ) Determine the shearing modulus of elasticity . ( c ) Plot the linear portion of the shearing stress- strain curve . ( d ) Determine the modulus of resilience . ( e ) ...
Contents
T Shear and Moment at Specified Sections | 24 |
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 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