normal force in bar (1).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi; a = 2.9 x
10-6/°F] bar (1) and an aluminum alloy [E = 10,000 ksi; a = 12.5 x 10-6/°F] bar (2), as shown. Each bar has a
cross-sectional area of 2.00 in.2. The bars are unstressed when the structure is assembled at 30°F. After a
concentrated load of P = 61 kips is applied and the temperature is increased to 100°F, determine the
normal force in bar (1).
A
6 ft
2.5 ft
(1)
B
3 ft
C
8 ft
1.5 ft
(2)
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4baddd6-3c5b-4afa-8211-f663ac274aa6%2F42c70961-532b-4784-8bc4-d066322d6def%2F4ssee2j_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi; a = 2.9 x
10-6/°F] bar (1) and an aluminum alloy [E = 10,000 ksi; a = 12.5 x 10-6/°F] bar (2), as shown. Each bar has a
cross-sectional area of 2.00 in.2. The bars are unstressed when the structure is assembled at 30°F. After a
concentrated load of P = 61 kips is applied and the temperature is increased to 100°F, determine the
normal force in bar (1).
A
6 ft
2.5 ft
(1)
B
3 ft
C
8 ft
1.5 ft
(2)
D

Transcribed Image Text:2.5 ft
6.36 kips
6.00 kips
7.18 kips
7.80 kips
3.84 kips
3 ft
P
1.5 ft
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Step 1: Introduction of solution
VIEWStep 2: Data given for bar 1 and bar 2
VIEWStep 3: Drawing of fbd and calculation of forces in bar 1 and 2
VIEWStep 4: Deformation of bar 1 and 2 due temp increase and normal force in bars
VIEWStep 5: Deflection of rigid bar ABCD at B and D
VIEWStep 6: Final calculation of normal force in bar 1
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