2 For the assembly shown in the figure, brass rod AE (E=105 GPa) and aluminum rod BF (E=70 GPa) each have a cross-sectional area of 700 mm2. Determine the displacement of the end D of the rigid member CABD that would be caused by a 120 kN load. 120 kN A mm. 40 cm E F 25 cm 25 cm 50 cm

2 For the assembly shown in the figure, brass rod AE (E=105 GPa) and aluminum rod BF (E=70 GPa) each have a cross-sectional area of 700 mm2. Determine the displacement of the end D of the rigid member CABD that would be caused by a 120 kN load. 120 kN A mm. 40 cm E F 25 cm 25 cm 50 cm

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 5.2.1P

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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

O For the assembly shown in the figure, brass rod AE (E=105 GPa) and aluminum rod
BF (E=70 GPa) each have a cross-sectional area of 700 mm2. Determine the
displacement of the end D of the rigid member CABD that would be caused by a 120
kN load.
120 kN
C
A
B
D
40 cm
E
F
25 сm
25 ст
50 cm

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