Situation 2: A steel rod having a length of 50 m is suspended vertically from one end. It supports a tensile load of 250 kN at the lower end. The unit weight of the steel is 7,850 kg/m³. The allowable tensile stress for steel is 140 MPa. Use E = 200 GPa.

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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9. Which of the following most nearly gives the total deformation of the steel rod?
c. 32.07 mm
a. 34.52 mm
b. 35.48 mm
d. 29.88 mm
Transcribed Image Text:9. Which of the following most nearly gives the total deformation of the steel rod? c. 32.07 mm a. 34.52 mm b. 35.48 mm d. 29.88 mm
Situation 2: A steel rod having a length of 50 m is suspended vertically from
one end. It supports a tensile load of 250 kN at the lower end. The unit weight of
the steel is 7,850 kg/m³. The allowable tensile stress for steel is 140 MPa. Use E
= 200 GPa.
Transcribed Image Text:Situation 2: A steel rod having a length of 50 m is suspended vertically from one end. It supports a tensile load of 250 kN at the lower end. The unit weight of the steel is 7,850 kg/m³. The allowable tensile stress for steel is 140 MPa. Use E = 200 GPa.
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