Step 1:
Identify the given parameters:
- Column load, \( Q = 100 \, \text{kN} \)
- Undrained shear strength (cohesion), \( c = 45 \, \text{kPa} \)
- Angle of internal friction, \( \phi = 0^\circ \)
- Factor of safety, \( FS = 3 \)
- Soil rigidity index,
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