Engineering Mechanics of Materials |
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Page 81
... developed . Define in each case the plane on which this absolute maximum shear stress acts . 2.10 The plane stress condition at a point in a struc- tural member is shown in Figure H2.10 . Determine and show on properly oriented sketches ...
... developed . Define in each case the plane on which this absolute maximum shear stress acts . 2.10 The plane stress condition at a point in a struc- tural member is shown in Figure H2.10 . Determine and show on properly oriented sketches ...
Page 115
... developed to show the way the internal axial force in a member varies along the length of the member . In this chapter , the concepts of stress and strain developed in Chapter 2 will be discussed in relation to members that are ...
... developed to show the way the internal axial force in a member varies along the length of the member . In this chapter , the concepts of stress and strain developed in Chapter 2 will be discussed in relation to members that are ...
Page 383
... developed and studied in detail with the aid of a column model . Equilibrium of a system is stable , unstable , or neutral , depending upon whether the potential energy of the system is a minimum , maximum , or constant , respectively ...
... developed and studied in detail with the aid of a column model . Equilibrium of a system is stable , unstable , or neutral , depending upon whether the potential energy of the system is a minimum , maximum , or constant , respectively ...
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