Formula · 2 min read

Floor loading

Floor load is mass over footprint: 1,200 kg on a 600 × 1,200 mm rack prints 16.4 kN/m² — five times a typical office floor's design load (~3 kN/m²). In hospitals, offices and renovated buildings, this check comes before any cooling math.

Formula

load [kN/m²] = m [kg] × 9.81 / (w [m] × d [m])  ·  1 kN/m² ≈ 102 kg/m²

Worked example

1,200 × 9.81 / (0.6 × 1.2) = 16.4 kN/m² ≈ 1,670 kg/m²

Typical design loads (verify with a structural engineer for the actual building): residential ≈ 1.5-2 kN/m², offices ≈ 2.5-3.5, raised-floor computer rooms ≈ 7-12, light industrial ≈ 10+. A fully-loaded liquid cabinet is industrial-grade concentrated load.

Try it

16350.0 kN/m² ≈ 1667700 kg/m²
❌ Industrial-grade load — most office and clinical buildings cannot take this without reinforcement

Common mistakes

  • Averaging over the room. Codes and slabs care about the concentrated load under the frame and casters, not the average across the floor area.
  • Assuming "server room" ratings. An office built as an office is rated as an office, whatever it is called now. Old buildings and timber floors can be far lower — get the as-built rating.
  • Forgetting dynamics and route. Rolling a 1,000 kg crate across a corridor imposes different loads than a static rack; delivery paths, lifts and thresholds need their own check.

Related

Site survey (where this check lives in practice) · Room load calculation · Cold plate vs immersion (immersion tanks are heavier still)

Sources

Typical ranges per common structural design practice (e.g., EN 1991-1-1 categories). Actual capacity is building-specific — this page sizes the question, a structural engineer signs the answer.