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
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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