4-23. The steel bar has the original dimensions shown in the figure. If it is subjected to an axial load of 50 kN, determine the change in its length and its new cross-sectional dimensions at section a-a. Est = 200 GPa, vst = 0.29. 50 kN A 200 mm a 350 mm 60 mm -20 mm 20 mm 20 mm 50 kN 50 mm 200 mm Prob. 4-23
4-23. The steel bar has the original dimensions shown in the figure. If it is subjected to an axial load of 50 kN, determine the change in its length and its new cross-sectional dimensions at section a-a. Est = 200 GPa, vst = 0.29. 50 kN A 200 mm a 350 mm 60 mm -20 mm 20 mm 20 mm 50 kN 50 mm 200 mm Prob. 4-23
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter4: Compression Members
Section: Chapter Questions
Problem 4.9.4P
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Transcribed Image Text:4-23. The steel bar has the original dimensions shown in
the figure. If it is subjected to an axial load of 50 kN,
determine the change in its length and its new cross-sectional
dimensions at section a-a. Est = 200 GPa, vst = 0.29.
50 kN
A
200 mm
a
350 mm
60 mm
-20 mm
20 mm
20 mm
50 kN
50 mm
200 mm
Prob. 4-23
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