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).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi; a = 2.9 ×
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
P
8 ft
1.5 ft
(2)
D
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 × 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 P 8 ft 1.5 ft (2) D
2.5 ft
6.36 kips
O 6.00 kips
7.18 kips
07.80 kips
3.84 kips
3 ft
1.5 ft
Transcribed Image Text:2.5 ft 6.36 kips O 6.00 kips 7.18 kips 07.80 kips 3.84 kips 3 ft 1.5 ft
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