3. An ASTM A36 structural steel beam 5.00 m long is placed between two rigid supports. When the temperature is 20°C, there is no stress in the bar. Compute the stress developed in the beam if the temperature rises to 45°C. Assume that the proportional limit is 235 MPa. a = 11.7 x 10-6 1/C° E = 207 GPa 4. In question 3, assume that the bar is free to elongate or shorten, calculate the change in the length of the bar if the temperature drops from 20°C to -20°C.

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Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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3. An ASTM A36 structural steel beam 5.00 m long is placed
between two rigid supports. When the temperature is 20°C,
there is no stress in the bar. Compute the stress developed in
the beam if the temperature rises to 45°C. Assume that the
proportional limit is 235 MPa.
a = 11.7 x 10-6 1/C°
E = 207 GPa
4. In question 3, assume that the bar is free to elongate or shorten,
calculate the change in the length of the bar if the temperature
drops from 20°C to -20°C.
Transcribed Image Text:3. An ASTM A36 structural steel beam 5.00 m long is placed between two rigid supports. When the temperature is 20°C, there is no stress in the bar. Compute the stress developed in the beam if the temperature rises to 45°C. Assume that the proportional limit is 235 MPa. a = 11.7 x 10-6 1/C° E = 207 GPa 4. In question 3, assume that the bar is free to elongate or shorten, calculate the change in the length of the bar if the temperature drops from 20°C to -20°C.
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