In the truss shown below, ignore the zero-force members and formulate the stiffness matrix, load vector and write down the boundary conditions [Given: EA/L = constant = 1000 kip/ft]. B 25 25' F 10 k 45° E 45° 4@25' = 100' Fig.2: Planar truss C 10 k H
In the truss shown below, ignore the zero-force members and formulate the stiffness matrix, load vector and write down the boundary conditions [Given: EA/L = constant = 1000 kip/ft]. B 25 25' F 10 k 45° E 45° 4@25' = 100' Fig.2: Planar truss C 10 k H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2. In the truss shown below, ignore the zero-force members and formulate the
stiffness matrix, load vector and write down the boundary conditions
[Given: EA/L = constant = 1000 kip/ft].
B
25'
25'
10 k
45°
E
45°
4@25' = 100'
Fig.2: Planar truss
10 k
C
H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff24d02ba-bb98-4263-8ecb-42c1ac64c463%2F921593a0-e305-47ac-b0f5-25c22bebde17%2F5aw4xxm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. In the truss shown below, ignore the zero-force members and formulate the
stiffness matrix, load vector and write down the boundary conditions
[Given: EA/L = constant = 1000 kip/ft].
B
25'
25'
10 k
45°
E
45°
4@25' = 100'
Fig.2: Planar truss
10 k
C
H
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