Mechanics of Materials |
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Page 471
... Solve Prob . 9-43 for point B. 9-45 . Solve Prob . 9-43 for point C , located in the center on the bottom of the vertical segment . 9-49 . A steel pipe has an inner diameter of 2.75 in . and an ... Solve Prob . 9-2 using Mohr's. PROBLEMS 471.
... Solve Prob . 9-43 for point B. 9-45 . Solve Prob . 9-43 for point C , located in the center on the bottom of the vertical segment . 9-49 . A steel pipe has an inner diameter of 2.75 in . and an ... Solve Prob . 9-2 using Mohr's. PROBLEMS 471.
Page 516
... Solve Prob . 10-2 using Mohr's circle . 10-11 . Solve Prob . 10-3 using Mohr's circle . Prob . 10-7 = * 10-8 . The state of strain at the point on the gear tooth has the components = 520 ( 10-6 ) , y = -760 ( 10-6 ) , Yxy -750 ( 10 ) ...
... Solve Prob . 10-2 using Mohr's circle . 10-11 . Solve Prob . 10-3 using Mohr's circle . Prob . 10-7 = * 10-8 . The state of strain at the point on the gear tooth has the components = 520 ( 10-6 ) , y = -760 ( 10-6 ) , Yxy -750 ( 10 ) ...
Page 773
... Solve Prob . 14-64 using Castigliano's theorem . 14-137 . Solve Prob . 14-73 using Castigliano's theorem . 14-129 . Solve Prob . 14-65 using Castigliano's theorem . 14-138 . Solve Prob . 14-74 using Castigliano's theorem . 14-130 . Solve ...
... Solve Prob . 14-64 using Castigliano's theorem . 14-137 . Solve Prob . 14-73 using Castigliano's theorem . 14-129 . Solve Prob . 14-65 using Castigliano's theorem . 14-138 . Solve Prob . 14-74 using Castigliano's theorem . 14-130 . Solve ...
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