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Elastic modulus, E Diameter, d Length of each bar, L Aluminum Steel 200 GPa = 20 mm 200 mm Brass 83 GPa dp = 25 mm 70 GPa dc = 25 mm dB A -2b- B dD dB dc- C D -2b- -b- 2P

Elastic modulus, E Diameter, d Length of each bar, L Aluminum Steel 200 GPa = 20 mm 200 mm Brass 83 GPa dp = 25 mm 70 GPa dc = 25 mm dB A -2b- B dD dB dc- C D -2b- -b- 2P

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The following beam is supported by an aluminum bar at C, a steel bar at B, and a brass bar at D. The distance b is equal to 50 mm. The data is shown in the table:
If the maximum rotation that can occur at point A is 0.25 radians clockwise, determine: 
a. The maximum force P that can be applied. Answ: 28347.97 kN
b. The normal stress in the aluminum, steel, and brass bars. Answ: 25 000 MPa, 17500 MPa, 25937.5 MPa

Elastic modulus, E Diameter, d Length of each bar, L Aluminum Steel 200 GPa = 20 mm 200 mm Brass 83 GPa dp = 25 mm 70 GPa dc = 25 mm dB
Transcribed Image Text:Elastic modulus, E Diameter, d Length of each bar, L Aluminum Steel 200 GPa = 20 mm 200 mm Brass 83 GPa dp = 25 mm 70 GPa dc = 25 mm dB
A -2b- B dD dB dc- C D -2b- -b- 2P
Transcribed Image Text:A -2b- B dD dB dc- C D -2b- -b- 2P
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