Ax 10 KN AY 230° 20 KN 2.5m 20 KN 20 KN I H IFY -√250/200 / 200 /M² 2.5m 2.5m 2.5m 20 KN VE U 3m
Ax 10 KN AY 230° 20 KN 2.5m 20 KN 20 KN I H IFY -√250/200 / 200 /M² 2.5m 2.5m 2.5m 20 KN VE U 3m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the reactions and forces of each members
Transcribed Image Text:Ax
10 KN
AY
30°
20 KN
2.5m
20 KN
20 KN
I
H
IFY
-√250/200 / 200 /M²
2.5m
2.5m
2.5m
20 KN
VE
U
IL
3m
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