A 10-mm-thick, low-alloy-steel plate 180 mm wide and 2000 mm long is subjected to a set of uniformly distributed frictional forces along its two edges, as shown in the figure. If the total decrease in the transverse 180-mm dimension at section a--a due to the applied forces is 16 x 10 mm, what is the total elongation of the bar in the longitudinal direction? Let E= 200 GPa and v= 0.25. Assume that the steel behaves as a linearly elastic material
A 10-mm-thick, low-alloy-steel plate 180 mm wide and 2000 mm long is subjected to a set of uniformly distributed frictional forces along its two edges, as shown in the figure. If the total decrease in the transverse 180-mm dimension at section a--a due to the applied forces is 16 x 10 mm, what is the total elongation of the bar in the longitudinal direction? Let E= 200 GPa and v= 0.25. Assume that the steel behaves as a linearly elastic material
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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3-12 A 10-mm-thick, low-alloy-steel plate 180 mm wide and 2000 mm long is subjected to a set of uniformly distributed frictional forces along its two edges, as shown in the figure. If the total decrease in the transverse 180-mm dimension at section a--a due to the applied forces is 16 x 10 mm, what is the total elongation of the bar in the longitudinal direction? Let E= 200 GPa and v= 0.25. Assume that the steel behaves as a linearly elastic material.
Transcribed Image Text:Px N/mm
180
1600
-400->
Fig. P3-12
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