Engineering Mechanics of Materials |
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Page 163
... GPa . 4.7 A uniformly distributed 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 ...
... GPa . 4.7 A uniformly distributed 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 ...
Page 503
... GPa . 10.13 Refer to Figure H10.13 and draw the torque versus x diagram for this stepped shaft . The shaft is solid and is to be fabricated of a material with a shear- ing yield stress of 160 MPa . Use a factor of safety of N , 2 with ...
... GPa . 10.13 Refer to Figure H10.13 and draw the torque versus x diagram for this stepped shaft . The shaft is solid and is to be fabricated of a material with a shear- ing yield stress of 160 MPa . Use a factor of safety of N , 2 with ...
Page 628
... GPa . Neglect energy losses during impact . 13.14 A diving board with unyielding supports is depicted in Figure H13.14 . A diver weighing 650 N jumps from a height h = 0.05 m onto the end of the board . Determine the maximum bending ...
... GPa . Neglect energy losses during impact . 13.14 A diving board with unyielding supports is depicted in Figure H13.14 . A diver weighing 650 N jumps from a height h = 0.05 m onto the end of the board . Determine the maximum bending ...
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 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 strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁