Insights · 30 Jul 2025 · 1 min read

Solar Rooftop on Industrial Buildings: The Structural Engineer's Side of the Equation

A primer for plant owners and EHS leads who have been offered a rooftop solar project on an existing shed — what the structural engineer needs to verify before sign-off.

Solar Rooftop on Industrial Buildings: The Structural Engineer's Side of the Equation

Why structural sign-off matters

Rooftop solar adds 12–18 kg/m² of dead load, plus wind uplift on the panels themselves. On an existing PEB designed close to the original code minimum, that increment can push the structure over capacity — and the failure mode is usually purlin deflection long before primary-member failure.

The four-step assessment

  1. Document inspection — recover the original design basis (or model the existing structure if drawings are missing).
  2. Member capacity verification — primary rafters, purlins and connections checked against original loads plus solar increment.
  3. Wind-uplift verification — panels change the aerodynamic regime; uplift demand may exceed original design.
  4. Anchorage and ballast specification — rail systems must transfer load into purlins, not just sheeting.

What MEC delivers

A standalone structural integrity report covering each of the four steps, with strengthening recommendations where capacity is exceeded. Reports are written to be suitable for utility-tie-in approval and insurer review.

Lead-magnet download: Our solar rooftop structural assessment scoping sheet — what to send a consultant before commissioning the assessment. Request the scoping sheet.
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