Engineering Mechanics of Materials |
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Page 241
... tensile and compressive fiber stresses in the beam . ( b ) If the plane of the load contains the u principal centroidal axis of inertia , determine the maximum tensile and compressive fiber stresses in the beam . 5.24 A simply supported ...
... tensile and compressive fiber stresses in the beam . ( b ) If the plane of the load contains the u principal centroidal axis of inertia , determine the maximum tensile and compressive fiber stresses in the beam . 5.24 A simply supported ...
Page 265
... tensile and maximum compressive flexural stresses in the beam . 5.65 The beam shown in Figure H5.32 has the cross- sectional area illustrated in Figure H5.20 . Assume the loads to act vertically downward and their plane to be normal to ...
... tensile and maximum compressive flexural stresses in the beam . 5.65 The beam shown in Figure H5.32 has the cross- sectional area illustrated in Figure H5.20 . Assume the loads to act vertically downward and their plane to be normal to ...
Page 366
... tensile stress at point B , is known to be 10,000 psi . All other conditions remain the same . 7.39 Repeat Problem 7.37 if the absolute maximum shear stress at point B , instead of the maximum value of the tensile stress at this point ...
... tensile stress at point B , is known to be 10,000 psi . All other conditions remain the same . 7.39 Repeat Problem 7.37 if the absolute maximum shear stress at point B , instead of the maximum value of the tensile stress at this point ...
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