Computer · Structural Analysis
The effective length ratio 'K' for a column in a frame with no sidesway (braced frame) is theoretically limited between:
- 10.25 and 0.5
- 21.0 and 2.0
- 30.5 and 1.0✓
- 40 and 0.5
Correct answer
0.5 and 1.0
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