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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