A 10 kN ww E G BD F H K 8 @ 2m = 16 m L 5 kN www 15 KN O M N P 4.0m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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ASAP! Rate will be given! Please write the complete solutions legibly. Box the final answer in 3 decimal places. ANY METHOD CAN BE USE.
Solve the force in member EF of the truss loaded in the given figure.
Transcribed Image Text:A
10 kN
ww
E
G
BD F
H
K
8 @ 2m = 16 m
L
5 kN
www
15 KN
O
M N
P
4.0m
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