Engineering Mechanics of Materials |
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Page 50
... Compute the reactions at A and C acting on the loaded member shown in Figure H1.57 . Construct the axial force , shear , and moment diagrams for ABC . 2000 N / m Ri 2m 12 kN - m 21 R2 m- 2 m 1 m 7 m FIGURE H1.59 1.60 Refer to Figure H1 ...
... Compute the reactions at A and C acting on the loaded member shown in Figure H1.57 . Construct the axial force , shear , and moment diagrams for ABC . 2000 N / m Ri 2m 12 kN - m 21 R2 m- 2 m 1 m 7 m FIGURE H1.59 1.60 Refer to Figure H1 ...
Page 177
... Compute the maximum shearing stress and the static angles of twist for both segments of the shaft . 4.27 Refer to Figure H4.25 and construct the torque diagram using a longitudinal coordinate with an origin at A. Compute the maximum ...
... Compute the maximum shearing stress and the static angles of twist for both segments of the shaft . 4.27 Refer to Figure H4.25 and construct the torque diagram using a longitudinal coordinate with an origin at A. Compute the maximum ...
Page 360
... Compute the principal stresses and the abso- lute maximum shear stress at point D on the outside surface of the hollow shaft shown in Figure H7.26 . Show these stresses on properly oriented planes . 7.28 Compute the principal stresses ...
... Compute the principal stresses and the abso- lute maximum shear stress at point D on the outside surface of the hollow shaft shown in Figure H7.26 . Show these stresses on properly oriented planes . 7.28 Compute the principal stresses ...
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