Friction coefficient (concrete on soil) typically μ = 0.35. Resisting friction force = V_total × μ = 2,550 × 0.35 = 892.5 kN. Sliding force H = 150 kN. SF sliding = 892.5 / 150 = 5.95 → OK.
This document serves as the backbone for the following calculations. The example report covers a crane operating at a 70m radius, with a hook height of up to 52 meters and a substantial overturning moment of 4,781 kN·m, making it an ideal real-world case study for a medium-to-large tower crane project. tower crane foundation design calculation example link
Provides an interactive 3D engineering platform to input crane vertical forces, moments, and soil profiles to automatically generate structural reports matching ACI and Eurocode specifications. Friction coefficient (concrete on soil) typically μ = 0
) of the total load must remain within the "middle third" of the foundation footprint. SF sliding = 892