hown in the figure. The properties of the segments and the work ble. Determine the maximum allowable value of P if the change ar is limited to 0.08 in. and the working stresses are not to be ex A (in.?) E (psi) Ow (ps Steel 0.75 30 x 106 20000 Bronze 1.00 12 x 106 18.000

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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please draw fbd

The compound bar containing steel, bronze, and aluminum segments carries the axial loads
shown in the figure. The properties of the segments and the working stresses are listed in the
table. Determine the maximum allowable value of P if the change in length of the entire
bar is limited to 0.08 in. and the working stresses are not to be exceeded.
A (in.?)
E (psi)
Gw (psi)
Steel
0.75
30 x 106
20000
Bronze
1.00
12 x 106
18000
Aluminum
0.50
10 x 106
12000
Bronze
Aluminum
3 ft
Steel
4 ft
2 ft
2P
3P
4P
Transcribed Image Text:The compound bar containing steel, bronze, and aluminum segments carries the axial loads shown in the figure. The properties of the segments and the working stresses are listed in the table. Determine the maximum allowable value of P if the change in length of the entire bar is limited to 0.08 in. and the working stresses are not to be exceeded. A (in.?) E (psi) Gw (psi) Steel 0.75 30 x 106 20000 Bronze 1.00 12 x 106 18000 Aluminum 0.50 10 x 106 12000 Bronze Aluminum 3 ft Steel 4 ft 2 ft 2P 3P 4P
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