In coastal and cyclone-prone areas, a polycarbonate roof fails at the fixings, not the sheet. Here is how to design for wind uplift, salt air and corrosion.
India has a long coastline and several regions that face cyclones and strong seasonal winds. Roofs in Gujarat, Maharashtra, Goa, Kerala, Tamil Nadu, Andhra Pradesh, Odisha and West Bengal take far harder punishment than roofs inland. A polycarbonate roof in these places must be designed for wind and salt, not just for sun and rain.
The good news is that polycarbonate is a tough, lightweight material. The sheet is rarely the weak link. When a polycarbonate roof fails in a storm, the cause is almost always the frame, the fixings or the way the sheet was held down. This guide explains what to look at.
Wind does not just push on a roof. On most roofs it lifts. Air flowing over the roof creates suction, and the strongest suction occurs at the edges, corners and ridge. That uplift tries to pull the sheet and its fixings off the frame.
Wind can also enter a building through an opening, such as an open door or a broken panel, and push up on the underside of the roof. This is why a single failure can quickly become a total failure.
Three zones need special care:
Wind design in India is based on the national code for wind loads on buildings, IS 875 (Part 3), which gives basic wind speeds for each region and corrections for height, terrain and building shape. Your structural engineer should determine the design wind pressure for your site. Do not guess it, and do not copy a specification from an inland project.
Give the sheet supplier that design wind pressure. Reputable suppliers can then tell you the maximum purlin spacing and the fixing pattern their system supports at that pressure. If a supplier cannot answer this, treat it as a warning sign.
A sheet flexes under wind load. The closer the supports, the less it moves and the less load each fixing carries.
A comparison of panel systems is in how to select a polycarbonate system from a daylighting brief, and the reason panel width affects performance is explained in why 900 mm panel width.
Fixings carry the whole uplift load, so they deserve the most attention.
Our installation site guide walks through the steps on site, and how to avoid leakage covers sealing.
Salt-laden air attacks metal. Polycarbonate itself does not rust, but the frame and fasteners around it can, and corroded fixings lose their grip long before anyone sees a problem.
Cyclones bring flying debris and torrential rain. Polycarbonate resists impact far better than glass, but thinner sheets can still be damaged. For related reading, see our post on hailstorm and impact resistance. Provide adequate drainage and gutters sized for monsoon intensity, so water does not back up under the sheet.
A short inspection before each monsoon or cyclone season costs little and prevents major damage.
After a severe storm, inspect the roof before it is used again.
Coastal and cyclone-prone sites need careful detailing, not a generic specification. Coxwell can review your site conditions, suggest a suitable sheet and fixing system and help you ask the right questions of your structural engineer. Get in touch with Coxwell to discuss your project.
Yes, when the system is designed for the site's wind pressure. The frame, support spacing and fixings matter more than the sheet itself, so the design wind load must be set by a structural engineer.
Usually at the fixings, edges and corners, where wind suction is highest. Systems that clamp the sheet along its length with aluminium bars resist uplift better than isolated screws.
The sheet itself does not rust, but metal frames and fasteners can corrode. Use aluminium or stainless steel components and suitable coatings in coastal areas.
Wind loads on buildings are covered by IS 875 (Part 3). Your structural engineer should use it to set the design wind pressure for your site.
Next step
Our team can help you specify the right system, review your BOQ, or answer technical questions about your project.