2- Determine the natural frequency of vibration of the SDOF system. Assume rigid girder. 4k/Et Steel tie Area 1 in 12' 18 16" 12 E - 30000 kai, I for the frame members = 600 in
2- Determine the natural frequency of vibration of the SDOF system. Assume rigid girder. 4k/Et Steel tie Area 1 in 12' 18 16" 12 E - 30000 kai, I for the frame members = 600 in
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![2- Determine the natural frequency of vibration of the SDOF system.
Assume rigid girder.
4k/ft
Steel tie
Area -1 in
12'
18
12
30000 ksi, I for the frame members 600 in
16](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9edb12bc-35fc-4d8b-b2b6-c40a6b34e3c6%2F96da7daf-129b-4f54-a4ea-71cb05d40537%2Fbabc1pr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2- Determine the natural frequency of vibration of the SDOF system.
Assume rigid girder.
4k/ft
Steel tie
Area -1 in
12'
18
12
30000 ksi, I for the frame members 600 in
16
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