) is applied to ensure the resisting moment (from foundation weight) exceeds the overturning moment.

But for simplicity, use factored ULS load: M_Ed = (q_average * overhang²) / 2 ... In detailed design, we use trapezoidal distribution.

): The rotational force trying to tip the crane over, which he saw could reach as high as 4,000–5,000 kNm. Primarily from wind pressure against the mast. The Core Challenge: Stability against Overturning

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