The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at are stress-free at 0 °C. If the temperature is increased to 20 °C and the 50 kN load is then determine the stress in each steel rod at A and C. Use E = 200 GPa and « = 11.7 x 10° steel.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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a. Computation must be complete.
b. Answer in two decimal places.
c. Box your final answer.

PROBLEM
The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C
are stress-free at 0 °C. If the temperature is increased to 20 °C and the 50 kN load is then applied,
11.7 x 10-6
%c for
determine the stress in each steel rod at A and C. Use E = 200 GPa and « =
steel.
А 3 500 тт?
1.0 т
A
B
C
D
50 kN
1.2 m
1.2 m
0.6 m 0.6 m→
А — 300 тт?
Transcribed Image Text:PROBLEM The rigid bar ABCD of negligible weight is initially horizontal, and the steel rods attached at A and C are stress-free at 0 °C. If the temperature is increased to 20 °C and the 50 kN load is then applied, 11.7 x 10-6 %c for determine the stress in each steel rod at A and C. Use E = 200 GPa and « = steel. А 3 500 тт? 1.0 т A B C D 50 kN 1.2 m 1.2 m 0.6 m 0.6 m→ А — 300 тт?
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