Engineering Mechanics of Materials |
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Page 243
... shear force V , as illustrated in Figure 5.8 ( b ) . The shear force V represents the resultant of a system of shear stresses that are distributed in some manner over the cross - sectional area of the beam . In order to derive an ...
... shear force V , as illustrated in Figure 5.8 ( b ) . The shear force V represents the resultant of a system of shear stresses that are distributed in some manner over the cross - sectional area of the beam . In order to derive an ...
Page 246
... a position along the beam of Figure 5.13 where the shear force is V and construct the horizontal shear stress distribution as a function of the coordinate v . Solution . The horizontal shear stress tx is given by 246 CH . 5 STRESSES IN ...
... a position along the beam of Figure 5.13 where the shear force is V and construct the horizontal shear stress distribution as a function of the coordinate v . Solution . The horizontal shear stress tx is given by 246 CH . 5 STRESSES IN ...
Page 253
... shear stress 5 ft from the right support and ( a ) In the web , 2 in . below the top of the section . ( b ) At the ... force at the free end . Assume the load to act vertically downward and parallel to the v principal axis of inertia for the ...
... shear stress 5 ft from the right support and ( a ) In the web , 2 in . below the top of the section . ( b ) At the ... force at the free end . Assume the load to act vertically downward and parallel to the v principal axis of inertia for the ...
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