400 kN 3. B E 500 kh 3 m 3 m Determine the reaction at A. a. 283.33 kN (upward) b. 333.33 kN (upward) 283.33 kN (downward) d. 333.33 kN (upward) С. Calculate the force in member BE. a. 233.67 kN (compression) b. 233.67 kN (tension) 5 m
400 kN 3. B E 500 kh 3 m 3 m Determine the reaction at A. a. 283.33 kN (upward) b. 333.33 kN (upward) 283.33 kN (downward) d. 333.33 kN (upward) С. Calculate the force in member BE. a. 233.67 kN (compression) b. 233.67 kN (tension) 5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 2 questions. Box the final answers. Thank you, I will give upvote if you does.
Load in C = 400kN
Load in E = 500kN

Transcribed Image Text:From the figure shown.
400 kN
E
3.
B
E
500 kN
LO
3 m
3 m
Determine the reaction at A.
a. 283.33 kN (upward)
b. 333.33 kN (upward)
С.
283.33 kN (downward)
d. 333.33 kN (upward)
Calculate the force in member BE.
233.67 kN (compression)
b. 233.67 kN (tension)
116.67 kN (compression)
116.67 kN (tension)
а.
С.
е.
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