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Explain the Frame member's effective lengths
1. Effective length is a product of an effective length factor (k) and the actual length of the column.
2. k depends on the relative stiffness of the columns/beams at the ends of the column and if the frame is braced/unbraced.
3. The Jackson and Moreland alignment chart is used to determine the effective length factor (k).
The force exerted to the Tacoma narrows bridge was initially the wind resistance. The wind resistance cause the entire bridge to act as a system with forced vibration with damping.
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