1. The truss has 5 equilateral triangles. 3m on a side (all vertex angles are 60°). With the given load, find the forces (magnitude and type) in the members. 25 kN B 10 kN FX 000 "0€ G. Y 20 kb-33 1.3 08 200 RA 08 200 0001 = A :nobulo2 A Inicq LA 0=√²23 DA RG 08 800 www. 47 3 panels @3.0 m = 9.0 m007 = '08 nie BA SET=8A X
1. The truss has 5 equilateral triangles. 3m on a side (all vertex angles are 60°). With the given load, find the forces (magnitude and type) in the members. 25 kN B 10 kN FX 000 "0€ G. Y 20 kb-33 1.3 08 200 RA 08 200 0001 = A :nobulo2 A Inicq LA 0=√²23 DA RG 08 800 www. 47 3 panels @3.0 m = 9.0 m007 = '08 nie BA SET=8A X
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. The truss has 5 equilateral triangles. 3m on a side (all vertex angles are 60°). With the given load,
find the forces (magnitude and type) in the members.
25 kN
B
20 kb=a3
-=0=x73
08 200 RA 08 200 0001 = DA
08 80047
10 kN
F
foefoed
"0€
DA
3 panels @3.0 m = 9.0 m
G
RG
Y
:nobulo?
A Inicq LA
0=√²3
000r = '08 nic BA
MISET = 8A
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56f42e5d-740a-4a51-b17f-85676b4a6d63%2F8bfcbb80-15cd-4fd3-a5cb-69419eecd44f%2Fkrvdazw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. The truss has 5 equilateral triangles. 3m on a side (all vertex angles are 60°). With the given load,
find the forces (magnitude and type) in the members.
25 kN
B
20 kb=a3
-=0=x73
08 200 RA 08 200 0001 = DA
08 80047
10 kN
F
foefoed
"0€
DA
3 panels @3.0 m = 9.0 m
G
RG
Y
:nobulo?
A Inicq LA
0=√²3
000r = '08 nic BA
MISET = 8A
X
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