Engineering Mechanics of Materials |
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Page 200
... cross section has lower stresses and twists less than a member with a thin - walled square cross section of equal perimeter . Comparative results for members of the closed cross section of Figure 4.23 ( a ) and the open cross sections ...
... cross section has lower stresses and twists less than a member with a thin - walled square cross section of equal perimeter . Comparative results for members of the closed cross section of Figure 4.23 ( a ) and the open cross sections ...
Page 241
... cross section 5 x 10 in . It carries a uniformly dis- tributed load whose intensity is 400 lb / ft . ( a ) If the ... cross - sectional area whose inside diameter is 0.15 m and outside diameter is 0.30 m . The beam is subjected to a ...
... cross section 5 x 10 in . It carries a uniformly dis- tributed load whose intensity is 400 lb / ft . ( a ) If the ... cross - sectional area whose inside diameter is 0.15 m and outside diameter is 0.30 m . The beam is subjected to a ...
Page 253
... cross section of the beam is shown in Figure H5.7 . Determine the vertical shear stress 5 ft from the right support and ( a ) In the web , 2 in . below the top of the section . ( b ) At the neutral axis for the section . 5.40 The cross ...
... cross section of the beam is shown in Figure H5.7 . Determine the vertical shear stress 5 ft from the right support and ( a ) In the web , 2 in . below the top of the section . ( b ) At the neutral axis for the section . 5.40 The cross ...
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 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 at point stress condition stress element T₁ tensile tension Tmax torque torsional V₁ yield strength yield stress zero σ₁