2. Solve the problem using the member stiffness relationship in the global coordinate system, F = Kv. If the end displacements in the global coordinate system for member 10 of the truss shown in figure are: 6m V10 Calculate the end forces for the member in the global coordinate system. 6 m 15 -7 29 mm m EA constant OE-200 GPa A-5,000 mm²
2. Solve the problem using the member stiffness relationship in the global coordinate system, F = Kv. If the end displacements in the global coordinate system for member 10 of the truss shown in figure are: 6m V10 Calculate the end forces for the member in the global coordinate system. 6 m 15 -7 29 mm m EA constant OE-200 GPa A-5,000 mm²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![2. Solve the problem using the member stiffness relationship in the global coordinate system, F = Kv.
If the end displacements in the global coordinate system for member 10 of the truss shown in
figure are:
15
-7
29 mm
V10=
–13]
Calculate the end forces for the member in the global coordinate system.
6 m
EA- constant
E- 200 GPa
A- 5,000 mm
6 m1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F08c98051-94aa-4941-a97f-8afc6bc0257a%2Fafb4ac33-1142-42eb-ae90-094cb8d0c860%2F4rilmue_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2. Solve the problem using the member stiffness relationship in the global coordinate system, F = Kv.
If the end displacements in the global coordinate system for member 10 of the truss shown in
figure are:
15
-7
29 mm
V10=
–13]
Calculate the end forces for the member in the global coordinate system.
6 m
EA- constant
E- 200 GPa
A- 5,000 mm
6 m1
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