Tower Crane Foundation Design Xls ❲2025❳

The factor of safety against uplift was 1.38. Required: 1.5.

She ran the numbers again. Adjusted the pad thickness from 1.2m to 1.4m. The safety factor ticked up to 1.41. Not enough. She increased the footing width from 5m to 5.5m. The concrete volume surged, and the project manager would yell about the cost. Safety factor: 1.44. Tower Crane Foundation Design Xls

Maya stared at the green cell that now read . The factor of safety against uplift was 1

Maya just pointed to the XLS open on her tablet. "The spreadsheet said so." Adjusted the pad thickness from 1

Still no.

She looked back at the XLS. The problem was the soil report. The clay here had more moisture than the samples showed. The spreadsheet didn't have a cell for soul —the gut feeling that the numbers were lying.