China Wholesale Heavy Duty Double Sided Cantilever Racking Manufacturers & Exporter

While double-sided cantilever systems are optimized for symmetrical loads, actual warehouse pick-and-pack dynamics inevitably generate single-sided or uneven loading conditions. Our structural engineering calculations adhere to FEM 10.2.02 and AISC specifications by designing each column to resist 100% of the single-side design moment ($M_{max}$) in addition to total axial gravity loads. We incorporate wide-flange base profiles with high section moduli ($Z_x$) and use structural anchor bolts anchored into 250–350 mm concrete slabs (minimum 28-day compressive strength of 30 MPa) to absorb combined shear and uplift stresses safely.

Every heavy duty cantilever arm engineered by HEDA features an integrated 2° to 3° positive upward camber designed to settle into a strictly level plane ($L/300$ maximum permissible deflection) once full load capacity is applied. Furthermore, our heavy-duty connections utilize high-tensile Grade 8.8 or Grade 10.9 structural bolting, or patented drop-in locking safety pins. These connection designs eliminate the possibility of accidental upward dislodgement if a forklift mast catches the underside of an arm during high-speed extraction.

Yes. By integrating bolt-on steel saddle deck supports, solid steel plate shelving, or heavy-duty wire mesh decking across adjacent cantilever arms, a continuous horizontal storage platform is established. This hybrid setup allows facilities to alternate freely between extra-long bundles of steel pipe and standard pallets, euro-pallets, or oversized machinery crates on the same storage tier without compromising structural capacity or code compliance.

Export shipping cost efficiency is integral to our product design. HEDA cantilever systems are constructed using an optimized modular knock-down architecture. Vertical columns, base beams, cantilever arms, and diagonal X-bracing sets disassemble entirely into flat, densely stackable components. Columns and bases are secured with heavy-duty steel strapping, edge corner guards, and water-resistant protective wrapping. This configuration maximizes 40HQ container weight payloads (up to 26–28 metric tons depending on port restrictions) while eliminating volumetric freight wastage.

For high-bay installations reaching 6 m to 12 m in height, the concrete slab must be evaluated for point-load punching shear and soil subgrade reaction modulus. A reinforced concrete slab of at least 200 mm to 300 mm thickness with dual-mat steel reinforcement is generally standard. We evaluate your core-drill test reports and foundation thickness diagrams to calculate the exact anchor bolt embedment depth, ensuring complete compliance with seismic zone requirements and preventing localized slab cracking.