Studio Matrx Monthly · Volume 1 · Issue 2 · July 2026
Amogh N P
 In loving memory of Amogh N P — Architect · Designer · Visionary 
← The Roofing Knowledge Hub

Roof Wind Load Calculator

A roof is a wing — wind tries to lift it off. See the design wind pressure and the uplift a roof faces from your area’s wind speed, and why cyclone-zone roofs need engineered tie-downs. Uses the IS 875 (Part 3) idea pz = 0.6 × V².

50 m/s

IS 875-3 basic wind speeds run ~33–55 m/s across India; the east & Gujarat coasts are highest.

High / cyclone-prone zone

Wind uplift governs the roof — engineered tie-downs are mandatory (IS 875-3).

Peak uplift at edges & corners
0 N/m²

306 kg/m² of suction trying to peel the roof off — this is why edges, ridges & eaves fail first.

Velocity pressure pz
0 N/m²
0.6 × 50²
Field uplift
0 N/m²
183 kg/m²

That suction must be carried by a continuous tie-down load path — covering → fasteners → purlins → trusses → walls → foundation — with closer fixings at edges. See the cyclone & high-wind guide.

An awareness estimate — not a wind design. It uses the IS 875-3 velocity pressure pz = 0.6 × V² with the terrain/height/topography factors taken as ~1 and indicative pressure coefficients; the real design wind speed and roof pressures depend on terrain, height, building shape and exact code coefficients. Wind design and the roof tie-downs in cyclone/high-wind zones are code-mandated structural-engineering work — a qualified engineer must size them.