Engineering Mechanics of Materials |
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Page 265
... section , which is the top of the beam . Compute the maximum tensile and ... section , which is the top of the beam . Compute the maximum tensile and maximum compressive flexural stresses in the beam ... AA ' = € dx F A HOMEWORK PROBLEMS 265.
... section , which is the top of the beam . Compute the maximum tensile and ... section , which is the top of the beam . Compute the maximum tensile and maximum compressive flexural stresses in the beam ... AA ' = € dx F A HOMEWORK PROBLEMS 265.
Page 267
... Section 6.4 the derivatives of the elastic curve equation are explored with ... AA ' , since A moves to A ' . This shortening is also given by ɛ dx , where ... AA'O and ODG are similar and thus AA ' / OA = OD / DG . But AA ' = ε dx , OA ...
... Section 6.4 the derivatives of the elastic curve equation are explored with ... AA ' , since A moves to A ' . This shortening is also given by ɛ dx , where ... AA'O and ODG are similar and thus AA ' / OA = OD / DG . But AA ' = ε dx , OA ...
Page 346
... section a - a in the lower part of Figure 7.4 ( c ) . Since the stresses shown in Figure 7.4 ( b ) and ( c ) are ... a a Oy + = Fr A Mu V a a- D a a- a У E Fn V + E Mu a a Fn Oy A 9 Oy N. A. Mu z 11 V lu lu Fn Mu Mu Fn ( c ) ( b ) ( a ) ...
... section a - a in the lower part of Figure 7.4 ( c ) . Since the stresses shown in Figure 7.4 ( b ) and ( c ) are ... a a Oy + = Fr A Mu V a a- D a a- a У E Fn V + E Mu a a Fn Oy A 9 Oy N. A. Mu z 11 V lu lu Fn Mu Mu Fn ( c ) ( b ) ( a ) ...
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 longitudinal 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 force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress condition stress element T₁ tensile tension Tmax torque torsional V₁ vertical yield strength yield stress zero