1. Compute the horizontal and vertical components of the pin reactions at C, D, and E of the frame shown. Hint: Compute the reactions at A and F of entire frame, then analyze member BCE, ACD, DEF as check. Ans. Ay = 168.75 kN, Fy=-18.75 kN, Fx = 0, Cy= 225 kN, Ey = -75 kN 150 KN B Fx H 1m 1.5m 5 m F 1.5m 5 m 3 m
1. Compute the horizontal and vertical components of the pin reactions at C, D, and E of the frame shown. Hint: Compute the reactions at A and F of entire frame, then analyze member BCE, ACD, DEF as check. Ans. Ay = 168.75 kN, Fy=-18.75 kN, Fx = 0, Cy= 225 kN, Ey = -75 kN 150 KN B Fx H 1m 1.5m 5 m F 1.5m 5 m 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. Compute the horizontal and vertical components of the pin reactions at C, D, and E of the frame shown.
Hint: Compute the reactions at A and F of entire frame, then analyze member BCE, ACD, DEF as check.
Ans. Ay = 168.75 kN, Fy=-18.75 kN, Fx = 0, Cy= 225 kN, Ey = -75 kN
150 KN
B
Fx
H
1m 1.5m 5 m
F
1.5m
5 m
3 m
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