Task 2 A plastic bar ACB having two different solid circular cross sections is held between rigid supports as shown in the figure. The diameters in the left- and right-hand parts are 50 mm and 75 mm, respectively. The corresponding lengths are 225 mm and 300 mm. Also, the modulus of elasticity E is 6.0 GPa, and the coefficient of thermal expansion a is 100 x 106/° C. The bar is subjected to a uniform temperature increase of 40° C. Calculate the following quantities (a) The compressive force P in the bar. (b) The maximum compressive stress o. (c) The displacement ổ c of point C. |4 [50 mm C_ 175 mm B, -225 -300 mm-

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.2P: A long, rectangular copper bar under a tensile load P hangs from a pin that is supported by two...
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Task 2
A plastic bar ACB having two different solid circular cross sections is held between rigid
supports as shown in the figure. The diameters in the left- and right-hand parts are 50 mm
and 75 mm, respectively. The corresponding lengths are 225 mm and 300 mm. Also, the
modulus of elasticity E is 6.0 GPa, and the coefficient of thermal expansion a is 100 x 106/°
C. The bar is subjected to a uniform temperature increase of 40° C. Calculate the following
quantities
(a) The compressive force P in the bar.
(b) The maximum compressive stress oc.
(c) The displacement d c of point C.
|4 [50 mm C
75 mm B
-225
mm-
-300 mm
Transcribed Image Text:Task 2 A plastic bar ACB having two different solid circular cross sections is held between rigid supports as shown in the figure. The diameters in the left- and right-hand parts are 50 mm and 75 mm, respectively. The corresponding lengths are 225 mm and 300 mm. Also, the modulus of elasticity E is 6.0 GPa, and the coefficient of thermal expansion a is 100 x 106/° C. The bar is subjected to a uniform temperature increase of 40° C. Calculate the following quantities (a) The compressive force P in the bar. (b) The maximum compressive stress oc. (c) The displacement d c of point C. |4 [50 mm C 75 mm B -225 mm- -300 mm
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