LOADS

Snow Load

Snow accumulation load (IS 875 Part 4)

Also calledsnow
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CODES
Definition

Snow load is the gravitational load on a roof surface from accumulated snow, calculated per IS 875 Part 4:1987. Although India is not a snow-dominated country, snow loads are critical for roof design in Jammu & Kashmir, Himachal Pradesh, Uttarakhand, Sikkim, Arunachal Pradesh, and high-altitude regions of Nepal/Bhutan border. The basic ground snow load Sg ranges from 0.5 to 5+ kN/m² depending on elevation and location, with values from IS 875 Part 4 Annex A providing data for major Indian hill stations.

The design snow load on roof Sd = μ × Sg, where μ is the shape coefficient depending on roof type, slope, and exposure. Flat roofs (slope ≤ 15°): μ = 0.8 for unobstructed, exposed roofs; 1.0 for normal roofs. Sloped roofs (15-60°): μ decreases linearly from 0.8 to 0 at 60° slope (steep roofs shed snow). Sloped roofs above 60°: μ = 0. Drift snow accumulation behind parapets, against walls, or in valleys can reach μ = 1.5-3.0 — IS 875 Part 4 Annex B provides drift coefficients for typical Indian roof geometries.

For a typical hilltop residential roof in Manali (Sg ≈ 1.5 kN/m²) with 30° slope and obstructed access (μ = 0.6): design snow load = 0.9 kN/m². For Shimla (Sg ≈ 2.0) on a flat utility roof: design snow = 1.6 kN/m². These values are added to dead load, live load, and wind load per IS 875 load combinations. The most-overlooked aspect is sliding snow — when snow accumulates and then melts/slides off, it can damage adjacent roofs, gutters, and architectural projections. IS 875 Part 4 provides guidance for sliding-snow design but is rarely fully implemented in routine practice.

Typical values
Manali (Sg)1.5 kN/m²
Shimla (Sg)2.0 kN/m²
Srinagar (Sg)1.5 kN/m²
Leh (Sg)1.0 kN/m²
Higher altitudes (>3000 m)3.0-5.0 kN/m²
μ flat roof (≤ 15°)0.8 (exposed) to 1.0 (normal)
μ steep roof (60°+)0
μ drift behind parapet1.5-3.0
Where used
  • Roof design for buildings in Himalayan and high-altitude regions
  • Industrial sheds with parapets — drift snow load critical
  • Tourist-resort architecture in J&K, HP, Uttarakhand, Sikkim
  • Telecom and weather-station equipment shelters
  • Hospital and emergency services in mountain areas
Acceptance / threshold
Per IS 875 Part 4:1987: ground snow load Sg from Annex A or local data; roof snow Sd = μ × Sg; drift coefficients per Annex B; combine with dead load and live load per IS 875 Part 5.
Site example
Site reality: a Manali hotel roof was designed for 1.5 kN/m² uniform snow load — adequate for the flat portions but the architect added a 1.2 m parapet at the perimeter. Drift snow accumulation behind the parapet during the December 2025 storm reached actual loads near 4.5 kN/m². Two roof beams cracked; remediation cost ₹14 lakh. The drift coefficient (μ = 3 in this geometry) was not applied at design — IS 875 Part 4 Annex B provides exactly this calculation but was overlooked.
Frequently asked
Where in India does snow load apply?
Per IS 875 Part 4:1987, snow load applies primarily to: Jammu & Kashmir, Ladakh, Himachal Pradesh (Manali, Shimla, Dharamsala, Lahaul-Spiti), Uttarakhand (Mussoorie, Nainital, high altitudes), Sikkim, Arunachal Pradesh (high altitudes). Plain India and southern states have no snow load. Specific values per Annex A; alpine regions above 3000 m can have Sg = 3-5 kN/m² or higher.
How is snow load calculated?
Two-step calculation per IS 875 Part 4: (1) determine ground snow load Sg from regional data or Annex A, (2) compute roof snow Sd = μ × Sg, where μ is the shape coefficient from Cl. 5 — depends on roof slope and exposure. For a 30° pitched roof at Manali (Sg = 1.5): μ = 0.6, Sd = 0.9 kN/m². Add drift loads behind parapets per Annex B (μ up to 3.0).
Can snow load be neglected for short roofs in cold areas?
No — per IS 875 Part 4, snow load is mandatory for any roof in the regions listed in Annex A regardless of size. For small structures (utility sheds, animal shelters), the snow load can govern over wind and seismic for steep-roof configurations. The drift coefficient behind parapets is often the most-violated rule — even small projects must apply it where the geometry creates a windward parapet.
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