week 5-3 - ample Example A 36 Steel Bolt E = 200 GPa = 12 0...

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Unformatted text preview: ample Example A 36 Steel Bolt E = 200 GPa = 12 0 6 = 12.0 10 / C A = 400 mm 2014 T6 Aluminum Tube E = 73.1 GPa = 23.0 10 6 / C A = 600 mm At T = 15C the nut holds the sleeve snugly such that o axial force in the bolt is created Determine the no axial force in the bolt is created. Determine the average axial stresses in the bolt and sleeve if the temperature is raised to T = 80C. uilibrium of Beams Equilibrium of Beams Long, straight, prismatic members that support loads acting perpendicular to the longitudinal axis of the member. pe of supports Type of supports in supports Pin supports No displacements in x or y irection (two reaction forces) direction (two reaction forces) Allows for rotation (no moments) pe of supports Type of supports oller supports Roller supports Displacements in y but not in x irection (reaction force in y) direction (reaction force in y) Allows for rotation (no moments) pe of supports...
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week 5-3 - ample Example A 36 Steel Bolt E = 200 GPa = 12 0...

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