NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A roof truss is shown. Take the load P = 1.7 kN. 6 m 6 m 6 m P P 2.4 kN 2.4 kN B D 7.5 m 9 m 9 m E Determine the force in each member of the roof truss shown. State whether each member is in tension (T) or compression (C). The force in member DF (FDF) is | KN (Click to select) The force in member EF (FEF) is KN (Click to select) The force in member AB (FAB) is KN (Click to select) The force in member AC (FAC) is KN (Click to select) The force in member BC (FBC) is KN (Click to select) The force in member BD (FBD) is KN (Click to select) The force in member CD (FCD) is KN (Click to select) The force in member CE (FCE) is The force in member DE (FDE) is KN (Click to select) KN (Click to select)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A roof truss is shown. Take the load P = 1.7 kN. Determine the force in each member of the roof truss shown. State whether each member is in tension (T) or compression (C). Note: please double check answers. Thanks.
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
A roof truss is shown. Take the load P = 1.7 kN.
6 m
6 m
6 m
P
P
2.4 kN
2.4 kN
B
D
7.5 m
9 m
9 m
E
Determine the force in each member of the roof truss shown. State whether each member is in tension (T) or
compression (C).
Transcribed Image Text:NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A roof truss is shown. Take the load P = 1.7 kN. 6 m 6 m 6 m P P 2.4 kN 2.4 kN B D 7.5 m 9 m 9 m E Determine the force in each member of the roof truss shown. State whether each member is in tension (T) or compression (C).
The force in member DF (FDF) is |
KN (Click to select)
The force in member EF (FEF) is
KN (Click to select)
The force in member AB (FAB) is
KN (Click to select)
The force in member AC (FAC) is
KN (Click to select)
The force in member BC (FBC) is
KN (Click to select)
The force in member BD (FBD) is
KN (Click to select)
The force in member CD (FCD) is
KN (Click to select)
The force in member CE (FCE) is
The force in member DE (FDE) is
KN (Click to select)
KN (Click to select)
Transcribed Image Text:The force in member DF (FDF) is | KN (Click to select) The force in member EF (FEF) is KN (Click to select) The force in member AB (FAB) is KN (Click to select) The force in member AC (FAC) is KN (Click to select) The force in member BC (FBC) is KN (Click to select) The force in member BD (FBD) is KN (Click to select) The force in member CD (FCD) is KN (Click to select) The force in member CE (FCE) is The force in member DE (FDE) is KN (Click to select) KN (Click to select)
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