🏗️ ASME B30.5 Mobile Cranes, Maximum Outrigger Point Load to Ground Pressure PSF

Crane Outrigger Pad & Ground Pressure Calculator

Size engineered hardwood and composite outrigger crane mats under ASME B30.5 & OSHA 1926.1402: calculate maximum outrigger reaction force (Point Load Lbs during heavy boom swinging), calculate required mat footprint area (Square Feet = Point Load / Allowable Soil Bearing Capacity PSF), prevent catastrophic crane tip-overs, and lift planning profits.

1. Project & Operating Inputs

Crane Capacity (Tons e.g. 250-Ton All-Terrain Mobile Crane)

Allowable Soil Bearing Capacity (PSF e.g. 3,500 PSF Compacted Soil)

Customer Fee for PE Certified Critical Lift Plan & Mat Supply ($)

DICA Composite Mats, Hardwood Timbers, Soil Density Testing & PE Stamp ($)

2. Financial Breakdown & Yield

ASME B30.5 CRANE MAT SIZING

Turnkey Lift Plan & Matting Profit

Crane Rigging & Engineering Margin

0.0%

Gross Revenue / Bill

Total Project CapEx

Operating / Material Cost