week 5-3 - Example Example A36SteelBolt E=200GPa =12.0...

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Example A 36 Steel Bolt E = 200 GPa α₁ = 12 0 × 10 6 / ° C = 12.0 10 / C A = 400 mm² 2014 T6 Aluminum Tube E 73 1 GP = 73.1 GPa α₂ = 23.0 × 10 6 / ° C A = 600 mm² At T = 15°C the nut holds the sleeve snugly such that no 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 = 80°C.
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Equilibrium of Beams Long, straight, prismatic members that support loads acting perpendicular to the l it di l i f th b longitudinal axis of the member.
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Type of supports Pin supports No displacements in x or y direction (two reaction forces) Allows for rotation (no moments)
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Type of supports Roller supports Displacements in y but not in x direction (reaction force in y) Allows for rotation (no moments)
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Type of supports Fixed supports No displacements in x or y direction (two reaction forces) No rotation (reaction moment)
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Types of Stat. Deter. Beams
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Types of loads
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