Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. Rigid bar ABC is supported by member (1), which has a cross-sectional area of 0.7 in.?, an elastic modulus of E = 10600 ksi, and a coefficient of thermal expansion of a = 12.5 x 10-6 /°F. Assume that a = 95 in., b = 50 in., and c 170 in. After load Pis applied to the rigid bar and the temperature rises 50°F, a strain gage affixed to member (1) measures a strain increase of 2104 uE. Determine the magnitude of applied load P. Note: Assume the strain measuring system does not automatically compensate for temperature changes. DO Strain gage (1) A C a b Answer: P = kips

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video.
Rigid bar ABC is supported by member (1), which has a cross-sectional area of 0.7 in.?, an elastic modulus of E = 10600 ksi, and a
coefficient of thermal expansion of a = 12.5 x 10-6/°F. Assume that a = 95 in., b 50 in., and c 170 in. After load Pis applied to the
rigid bar and the temperature rises 50°F, a strain gage affixed to member (1) measures a strain increase of 2104 µɛ. Determine the
magnitude of applied load P.
Note: Assume the strain measuring system does not automatically compensate for temperature changes.
DO
Strain
gage
(1)
A
C
a
b
Answer:
P =
kips
Transcribed Image Text:Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. Rigid bar ABC is supported by member (1), which has a cross-sectional area of 0.7 in.?, an elastic modulus of E = 10600 ksi, and a coefficient of thermal expansion of a = 12.5 x 10-6/°F. Assume that a = 95 in., b 50 in., and c 170 in. After load Pis applied to the rigid bar and the temperature rises 50°F, a strain gage affixed to member (1) measures a strain increase of 2104 µɛ. Determine the magnitude of applied load P. Note: Assume the strain measuring system does not automatically compensate for temperature changes. DO Strain gage (1) A C a b Answer: P = kips
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