Mechanics of Materials |
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Page 490
... plane , specific values of the shear stress T on the plane will always be less than the maximum shear stress computed from Eq . 9-13 . Furthermore , the normal stress or acting on the plane will have a value lying between the maximum ...
... plane , specific values of the shear stress T on the plane will always be less than the maximum shear stress computed from Eq . 9-13 . Furthermore , the normal stress or acting on the plane will have a value lying between the maximum ...
Page 500
... strain Yxy x Tε , dy dy Normal strain Ey ( b ) x x Edx Plane stress , Ox , does not cause plane strain in the x - y plane since e , # 0 Edx dy ( a ) Plane strain , E , E ,, does not cause plane stress in the x - y plane since σ , # 0 ...
... strain Yxy x Tε , dy dy Normal strain Ey ( b ) x x Edx Plane stress , Ox , does not cause plane strain in the x - y plane since e , # 0 Edx dy ( a ) Plane strain , E , E ,, does not cause plane stress in the x - y plane since σ , # 0 ...
Page 537
... stress , Fig . 10-29c , and these planes coincide with the direction of the Lüder lines shown on the specimen ... plane stress , that is , where the out - of - plane principal stress is zero . If the two in - plane principal stresses ...
... stress , Fig . 10-29c , and these planes coincide with the direction of the Lüder lines shown on the specimen ... plane stress , that is , where the out - of - plane principal stress is zero . If the two in - plane principal stresses ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress axes axial force axial load beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation Determine the maximum diameter distributed load elastic curve element Example factor of safety free-body diagram ft Prob Hooke's law in² inertia kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal stresses radius reactions sectional area segment shaft shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram thickness Tmax torque torsional tube vertical yield zero ΕΙ