week 5-3 - ample Example A ‐ 36 Steel Bolt E ₁ = 200...

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Unformatted text preview: ample Example A ‐ 36 Steel Bolt E ₁ = 200 GPa = 12 0 ‐ 6 ° α₁ = 12.0 × 10 / C A ₁ = 400 mm² 2014 ‐ T6 Aluminum Tube E ₂ = 73.1 GPa α₂ = 23.0 × 10 ‐ 6 / ° C A ₁ = 600 mm² At T ₁ = 15°C 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 ₂ = 80°C. 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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This note was uploaded on 12/01/2009 for the course CIVE 207 taught by Professor Shao during the Winter '09 term at McGill.

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week 5-3 - ample Example A ‐ 36 Steel Bolt E ₁ = 200...

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