Ensures consistency across different crane models and project sites.
Factor of Safety (FOS) Sliding=μ×VtotalHFactor of Safety (FOS) Sliding equals the fraction with numerator mu cross cap V sub t o t a l end-sub and denominator cap H end-fraction Tower Crane Foundation Design Xls
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N_ik = (F_k + G_k)/n ± (M_yk × x_i)/Σx_j² ± (M_xk × y_i)/Σy_j² [ Crane Mast / Jib ] | |
Start with a reasonable initial guess for foundation dimensions based on the crane size and soil conditions. Many spreadsheets include guidance on typical dimensions for different crane classes.
[ Crane Mast / Jib ] | | --> Horizontal Load (H) v ==================== <-- Ground Level | Concrete Pad | <-- Overturning Moment (M) = H * Height | (Isolated/Pile) | ==================== | v Soil Bearing / Pile Resistance (R) Critical Input Parameters Vertical Load (
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