1. The compound shaft supports. For the bronze segment AB, the maximum shearing stress is limited to 8,000 psi and for the steel segment BC, it is limited to 12 ksi. shown in the figure is attached to rigid Determine the diameters of each segment so that each material will be simultaneously stretched to its permissible limit when a torque T = 12 ft-kips is applied. For bronze, G = 6x106 psi and for steel, G = 12x106 psi. T. Bronze Steel 6 ft

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. The compound shaft shown in the figure is attached to rigid
supports. For the bronze segment AB, the maximum shearing stress
is limited to
limited to 12 ksi.
8,000 psi and for the steel segment BC, it
is
Determine the diameters of each segment so
that
each
material
will
be
simultaneously
stretched
to
its
permissible limit when a torque T = 12 ft-kips is applied. For
bronze, G = 6x106 psi and for steel, G = 12x105 psi.
Bronze
Steel
6 ft
Transcribed Image Text:1. The compound shaft shown in the figure is attached to rigid supports. For the bronze segment AB, the maximum shearing stress is limited to limited to 12 ksi. 8,000 psi and for the steel segment BC, it is Determine the diameters of each segment so that each material will be simultaneously stretched to its permissible limit when a torque T = 12 ft-kips is applied. For bronze, G = 6x106 psi and for steel, G = 12x105 psi. Bronze Steel 6 ft
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