Engineering Mechanics of Materials |
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Page 81
... maximum shear stress 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 ...
... maximum shear stress 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 ...
Page 112
... maximum shear strain at the point . ( b ) The principal strains and their directions . ( c ) The principal stresses and their directions . Txy = 100 MN / m2 FIGURE H2.47 2.48-2.50 At a point in a body known to be in plane stress , the ...
... maximum shear strain at the point . ( b ) The principal strains and their directions . ( c ) The principal stresses and their directions . Txy = 100 MN / m2 FIGURE H2.47 2.48-2.50 At a point in a body known to be in plane stress , the ...
Page 113
... in plane stress , the following values for & ,, & ,, and xy are known to exist . For each of the following cases , determine : ( a ) The principal stresses and their planes . ( b ) The absolute maximum shear stress at the point and the ...
... in plane stress , the following values for & ,, & ,, and xy are known to exist . For each of the following cases , determine : ( a ) The principal stresses and their planes . ( b ) The absolute maximum shear stress at the point and 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 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