| 400 kN 0.1 mm Before the 400-kN load is applied, the rigid platform rests on two steel bars, each of cross-sectional area 1400mm 2. as shown in the figure. The cross-sectional area of the aluminum bar is 2800 mm 2. Compute the stress in the aluminum bar after the 400-kN load is applied. Use E=200GPA for steel and E=70GPA for aluminum. Neglect the weight of the platform. Steel Aluminum Steel -250 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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| 400 kN
0.1 mm
Before the 400-kN load is applied, the rigid platform
rests on two steel bars, each of cross-sectional area
1400mm 2. as shown in the figure. The cross-sectional
area of the aluminum bar is 2800 mm 2. Compute the
stress in the aluminum bar after the 400-kN load is
applied. Use E=200GPA for steel and E=70GPA for
aluminum. Neglect the weight of the platform.
Steel
Aluminum
Steel
-250 mm
Transcribed Image Text:| 400 kN 0.1 mm Before the 400-kN load is applied, the rigid platform rests on two steel bars, each of cross-sectional area 1400mm 2. as shown in the figure. The cross-sectional area of the aluminum bar is 2800 mm 2. Compute the stress in the aluminum bar after the 400-kN load is applied. Use E=200GPA for steel and E=70GPA for aluminum. Neglect the weight of the platform. Steel Aluminum Steel -250 mm
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