The truss shown is hinged at A and F. Find the reaction/s at the support and force in each members of the truss and determine whether they are in tension or compression. Make a summary and draw a FINAL FBD. Note: Round off EVERY computation and answer up to FOUR (4) decimal places. P1= 15 kN, P2= 2 4,9kN and P3= 15.9g kN Members Tension/ Compression Forces P1 P2 P3 CB - 1.45 m--1.75m- 2. 4 pm СЕ CH A CG GF 1.)D m GH 3.89 m АВ H. 5. 49m EF E EA G. ВЕ DC DH
The truss shown is hinged at A and F. Find the reaction/s at the support and force in each members of the truss and determine whether they are in tension or compression. Make a summary and draw a FINAL FBD. Note: Round off EVERY computation and answer up to FOUR (4) decimal places. P1= 15 kN, P2= 2 4,9kN and P3= 15.9g kN Members Tension/ Compression Forces P1 P2 P3 CB - 1.45 m--1.75m- 2. 4 pm СЕ CH A CG GF 1.)D m GH 3.89 m АВ H. 5. 49m EF E EA G. ВЕ DC DH
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![The truss shown is hinged at A and F. Find the reaction/s at the support and force in each members of the
truss and determine whether they are in tension or compression. Make a summary and draw a FINAL FBD.
Note: Round off EVERY computation and answer up to FOUR (4) decimal places.
P1= 15 kN, P2= 24.9kN and P3= 15.9g kN
Members
Tension/
Compression
Forces
P1
P2
P3
СВ
-1.45 m²
+1.75m--2. 4 pm
СЕ
JA
B
D
CH
CG
GF
1.]D m
GH
3.89 m
H.
AB
5. 49m
EF
E
EA
BE
DC
DH
F](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff89eaae6-d3f2-4127-9048-3db799917076%2F1578e57b-7d00-418f-8d27-64050c837879%2F0b9c363_processed.png&w=3840&q=75)
Transcribed Image Text:The truss shown is hinged at A and F. Find the reaction/s at the support and force in each members of the
truss and determine whether they are in tension or compression. Make a summary and draw a FINAL FBD.
Note: Round off EVERY computation and answer up to FOUR (4) decimal places.
P1= 15 kN, P2= 24.9kN and P3= 15.9g kN
Members
Tension/
Compression
Forces
P1
P2
P3
СВ
-1.45 m²
+1.75m--2. 4 pm
СЕ
JA
B
D
CH
CG
GF
1.]D m
GH
3.89 m
H.
AB
5. 49m
EF
E
EA
BE
DC
DH
F
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