Strength of Materials |
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Page 76
... torque which balances the applied torque . When this happens , slices D and will act as a rigid unit and transmit the torque to slice ; this slice will rotate enough so that the elastic fibers joining it and slice develop a resisting torque ...
... torque which balances the applied torque . When this happens , slices D and will act as a rigid unit and transmit the torque to slice ; this slice will rotate enough so that the elastic fibers joining it and slice develop a resisting torque ...
Page 398
... torque which can be safely applied if max . o < 100 MN / m2 and max . ↑ < 80 MN / m2 . 952. A solid circular shaft is used to transmit simultaneously a torque of 2600 N · m and a maximum bending moment of 2000 N · m . Determine the ...
... torque which can be safely applied if max . o < 100 MN / m2 and max . ↑ < 80 MN / m2 . 952. A solid circular shaft is used to transmit simultaneously a torque of 2600 N · m and a maximum bending moment of 2000 N · m . Determine the ...
Page 578
... torque . As we saw in Art . 14-2 , the limit torque is the yield torque , and the stress distribution is as shown in Fig . 14-6a . To unload the bar , we now apply an opposite torque as shown in Fig . 14-6b . Recalling that the ...
... torque . As we saw in Art . 14-2 , the limit torque is the yield torque , and the stress distribution is as shown in Fig . 14-6a . To unload the bar , we now apply an opposite torque as shown in Fig . 14-6b . Recalling that the ...
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allowable stresses aluminum angle applied load assumed axial load beam carrying beam in Fig beam loaded beam shown bending moment bolt bronze cantilever beam centroid column compressive stress concentrated load continuous beam cross section deformation Determine the maximum diameter elastic curve end moments equal equilibrium equivalent exploratory section factor of safety fibers free-body diagram GN/m² Hence Hooke's law horizontal ILLUSTRATIVE PROBLEMS kN.m kN·m kN/m length load diagram loaded as shown M₁ M₂ maximum shearing stress midspan deflection mm² MN/m² Mohr's circle moment of inertia N/m² neutral axis obtain P₁ P₂ plane plate positive principal stresses proportional limit R₁ R₂ R2 Figure radius reaction resisting restrained beam resultant rivet segment shaft shear diagram shearing force shown in Fig simply supported beam Solution span statically indeterminate steel strain tangent drawn tensile stress three-moment equation torque torsional uniformly distributed load vertical shear weld ΕΙ