Primary load-bearing structural elements in main boom assemblies for cranes and heavy equipment.
| Parameter | Typical range | Notes & selection driver |
|---|---|---|
| Load Capacity | 50-500 tons depending on configuration | |
| Safety Factor | Minimum 3:1 for dynamic loads | |
| Connection Types | Bolted flange connections, pinned joints, welded nodes | |
| Standard Lengths | 6m, 9m, 12m modular sections | |
| Cross Section Types | Box sections, I-beams, tubular profiles | |
| Weight Optimization | Strength-to-weight ratio > 150 kN·m/kg |
Ranges are indicative industry figures for RFQ preparation, not a supplier commitment. Confirm every value and standard with the legal manufacturer before ordering.
This component is used in the following industrial products
A practical evidence checklist for RFQ preparation and supplier evaluation.
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Primary failure modes include buckling under compressive loads, fatigue cracking at stress concentrations, corrosion-induced section loss, and connection failures at bolted or welded joints. Regular inspection for deformation, cracking, and corrosion is essential for prevention.
Inspections include visual examination for cracks and deformation, non-destructive testing (magnetic particle, ultrasonic), dimensional checks for straightness and alignment, connection integrity verification, and load testing according to manufacturer specifications and regulatory standards.
Minor repairs like crack welding or reinforcement plating may be possible following engineering assessment and proper procedures, but significant damage typically requires replacement to maintain structural integrity and safety certification.
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