Tower Crane Foundation Design Calculation Example Link _best_

thickness = 1.5 m, L×B = 5.5×5.5 m Self-weight = ( 5.5^2 \times 1.5 \times 25 = 1,134 , kN ) ( V_d = 1.35(950 + 1134) = 2,813 , kN ) [ \sigma_max = \frac281330.25 + \frac6 \times 39005.5 \times 30.25 = 93.0 + 140.8 = 233.8 , kPa ] Still high → the soil is too weak. Conclusion: Either use piles or improve bearing capacity to ~250 kPa.

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A standard foundation design typically involves a reinforced concrete pad or a pile-supported cap. The design process must account for: thickness = 1

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