Problem No. 8 Determine the stress and deformation of each segment. Determine also the total deformation. Steel E = 29(10) ksi AcD = 0.06 in Aluminum E= 10(10) ksi AA=0.09 in? Copper E- 18(10) ksi Anc =0.12 in? 3.50 kip 1,75 kip 2.00 kip 1.50 kip 5.50 kip 1.75 kip 18 in 12 in. -16 in.-

Structural Analysis
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Chapter2: Loads On Structures
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Problem No. 8 Determine the stress and deformation of each segment. Determine also the total deformation.
Copper
E = 18(10) ksi
ABc = 0.12 in?
Aluminum
Steel
E = 10(103) ksi
AAB = 0.09 in?
E = 29(10) ksi
Acp = 0.06 in?
3.50 kip
1.75 kip
2.00 kip
1.50 kip
C
B5 50 kip
1.75 kip
18 in.
12 in.
16 in.
Transcribed Image Text:Problem No. 8 Determine the stress and deformation of each segment. Determine also the total deformation. Copper E = 18(10) ksi ABc = 0.12 in? Aluminum Steel E = 10(103) ksi AAB = 0.09 in? E = 29(10) ksi Acp = 0.06 in? 3.50 kip 1.75 kip 2.00 kip 1.50 kip C B5 50 kip 1.75 kip 18 in. 12 in. 16 in.
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