1. Determine the force in each of the members located to the left of FG for the scissors roof truss shown. State whether each member is in tension (T) or compression (C). Ans: AB = 9.90 kN C; AC = CE = 7.83 kN T; BC = 0; BD = 7.07 kN C; BE = 2.00 kN C; DE = 1.00 kN T; DF = 5.03 1 kN 2 kN 2 kN 1m 1 kN Bo 1 m kN C; DG = 0.56 kN C; EG = 5.59 kN T; 1m 1 m 2 m' 2m 2m | 2 m | 2 m ' 2m
1. Determine the force in each of the members located to the left of FG for the scissors roof truss shown. State whether each member is in tension (T) or compression (C). Ans: AB = 9.90 kN C; AC = CE = 7.83 kN T; BC = 0; BD = 7.07 kN C; BE = 2.00 kN C; DE = 1.00 kN T; DF = 5.03 1 kN 2 kN 2 kN 1m 1 kN Bo 1 m kN C; DG = 0.56 kN C; EG = 5.59 kN T; 1m 1 m 2 m' 2m 2m | 2 m | 2 m ' 2m
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Transcribed Image Text:1. Determine the force in each of the members
1 kN
located to the left of FG for the scissors roof
truss shown. State whether each member is in
2 kN
tension (T) or compression (C).
Ans: AB = 9.90 kN C; AC = CE = 7.83 kN T; BC = 0; BD
= 7.07 kN C; BE = 2.00 kN C; DE = 1.00 kN T; DF = 5.03
2 kN
„H
1 kN
Bo
E
m
kN C; DG = 0.56 kN C; EG = 5.59 kN T;
2 m
2 m
2m| 2m
2 m 2m
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