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From the cantilever truss shown, which is supported by hinge A and a roller at B. Compute the horizontal reaction at A in N. iON A) 16.3636 B) 19.1742 (C) 10 15.2919 E 2.4m D F 2.4m 2.4m 2m

From the cantilever truss shown, which is supported by hinge A and a roller at B. Compute the horizontal reaction at A in N. iON A) 16.3636 B) 19.1742 (C) 10 15.2919 E 2.4m D F 2.4m 2.4m 2m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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From the cantilever truss shown, which is supported by hinge A and a roller at B. Compute the horizontal reaction at A in N. iON A) 16.3636 B) 19.1742 (C) 10 15.2919 E 2.4m D F 2.4m 2.4m 2.4m 2m
Transcribed Image Text:From the cantilever truss shown, which is supported by hinge A and a roller at B. Compute the horizontal reaction at A in N. iON A) 16.3636 B) 19.1742 (C) 10 15.2919 E 2.4m D F 2.4m 2.4m 2.4m 2m
Question 2 Following Number 1, what is the stress at Member FG in MPa if its area is 0.550 square millimeters? (A) 18.1818 B 19.1818 18.3636 27.8075 Question 3 Following Number 1, what is the stress at Member DC in MPa if its area is 0.550 square millimeters? A) 18.1818 B 19.1818 C) 18.3636 27.8075
Transcribed Image Text:Question 2 Following Number 1, what is the stress at Member FG in MPa if its area is 0.550 square millimeters? (A) 18.1818 B 19.1818 18.3636 27.8075 Question 3 Following Number 1, what is the stress at Member DC in MPa if its area is 0.550 square millimeters? A) 18.1818 B 19.1818 C) 18.3636 27.8075
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