ng method of scction. "[HJ"kN "[H]"kN "[H]"kN "[EJ"kN "[G]"m te: E=22, H=12 225m 4.0m 4.0m 4.0 m

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter6: Beam–columns
Section: Chapter Questions
Problem 6.9.2P
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For the mansard roof truss shown, identify the internal forces in members DF, DG and
EG using method of section.
"HJ"kN "[H]"kN "H]"kN "[EJ"kN "[H]"kN
"IG]"m
A
Substitute: E=22,
G=6, H=12
K
mim
t225m-
4.0m
4.0 m
4.0 m
4.0 m
2.25 m
Transcribed Image Text:For the mansard roof truss shown, identify the internal forces in members DF, DG and EG using method of section. "HJ"kN "[H]"kN "H]"kN "[EJ"kN "[H]"kN "IG]"m A Substitute: E=22, G=6, H=12 K mim t225m- 4.0m 4.0 m 4.0 m 4.0 m 2.25 m
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