A structural web plate connecting flanges in gantry bridge/beam systems to resist shear forces and provide torsional stability.
| Parameter | Typical range | Notes & selection driver |
|---|---|---|
| Shear Capacity | 150-1200 kN/m | |
| Surface Finish | SA 2.5 blasted or mill finish | |
| Thickness Range | 6-50 mm | |
| Weld Preparation | Beveled edges at 30-45° | |
| Flatness Tolerance | ±1.5 mm/m | |
| Height To Thickness Ratio | ≤ 50:1 |
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
The primary horizontal structural member of a gantry system that spans between vertical supports and provides the main load-bearing path.
The primary horizontal structural beam of an overhead crane that supports the trolley and hoist.
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Manufacturer profiles associated with Web Plate.
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The web plate primarily resists shear forces and provides torsional stability by connecting the top and bottom flanges, ensuring uniform load distribution and preventing buckling under operational stresses.
Web plates are typically flame-cut or plasma-cut from steel plates, followed by edge milling for weld preparation. They undergo ultrasonic testing for internal defects and are often pre-cambered to compensate for deflection under load.
Thickness is determined by shear force requirements, span length, dynamic load factors, and safety margins against buckling. Engineering calculations consider yield strength, modulus of elasticity, and fatigue life expectations.
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