Before beginning, secure the data sheets from the crane manufacturer and the site geotechnical report.

$0.933 \text m > 0.833 \text m$ FAIL. The eccentricity is outside the middle third. This implies part of the foundation is lifting off the ground (tension), which is unacceptable for a gravity base on soil.

Ensure the factor of safety against overturning (typically > 1.5) is met. Sliding: Verify the foundation won't shift horizontally.

Always extract the load charts directly from the exact crane model's .

$A_s,min = 0.13% \text of A_c$ $A_s = 0.0013 \times 1000 \times 1200 = 1,560 \text mm^2/\textm$.

provides a step-by-step example for a rectangular pad foundation, including iterative calculations for bearing pressure and overturning. Pile Foundation Example: For sites with poor soil, this Scribd document details the design for a 4-pile group and pile cap. Step-by-Step Calculation Framework 1. Determine Input Loads

For fully worked design examples in PDF and automated Excel sheet formats utilizing ACI and Eurocode provisions, visit the Structural Guide Crane Foundation Design Reference.

The you need to comply with (e.g., ACI 318 , Eurocodes , or ASCE 7 ) Share public link

Designing a tower crane foundation requires balancing extreme vertical loads and significant overturning moments from wind and operation. The most authoritative resource for this process is the , which provides standardized procedures and worked examples compliant with Eurocodes. 1. Key Design Stages