3. Two bars are rigidly fastened together and support a vertical load of 65 kN, as shown. The upper bar is steel having length 10 m and cross-sectional area 70 cm². The lower bar is brass having length 6 m and cross-sectional area 40 cm²2. For steel E = 200 GPa, for brass E = 100 GPa. Determine the maximum stress in each material. A A 10 m B B 6 m C 65 kN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. Two bars are rigidly fastened together and support a vertical load of 65 kN, as shown.
The upper bar is steel having length 10 m and cross-sectional area 70 cm². The lower
bar is brass having length 6 m and cross-sectional area 40 cm². For steel E = 200 GPa,
for brass E= 100 GPa. Determine the maximum stress in each material.
A]
A
10 m
B
B
6 m
65 KN
Transcribed Image Text:3. Two bars are rigidly fastened together and support a vertical load of 65 kN, as shown. The upper bar is steel having length 10 m and cross-sectional area 70 cm². The lower bar is brass having length 6 m and cross-sectional area 40 cm². For steel E = 200 GPa, for brass E= 100 GPa. Determine the maximum stress in each material. A] A 10 m B B 6 m 65 KN
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