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
Worked example
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.
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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.