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Snow Load Calculator — ASCE 7 Roof Design

Calculate roof snow loads per ASCE 7 for structural design. Flat roof: pf = 0.7×Ce×Ct×Is×pg. Sloped: ps = Cs×pf. Includes exposure, thermal, importance factors; drift, unbalanced, and rain-on-snow loads. Required for permit and engineering.

Concept Fundamentals
pf = 0.7CeCtIspg
Flat Roof
ps = Cs×pf
Sloped
Ce, Ct, Is
Factors
Special loads
Drift/Unbal
Calculate Snow LoadEnter ground snow load, roof type, and factors for design load

Why This Construction Metric Matters

Why: Snow load failures cause roof collapses and fatalities. ASCE 7 is the referenced standard in IBC; structural engineers and building departments require snow load calculations for permits. Ground snow load varies by region (10–300+ psf).

How: Flat roof: pf = 0.7×Ce×Ct×Is×pg. Sloped: ps = Cs×pf (Cs from slope and thermal). Ce = exposure, Ct = thermal, Is = importance. Add drift loads at steps/parapets, unbalanced loads on gables, rain-on-snow surcharge where applicable.

  • pf = 0.7×Ce×Ct×Is×pg for flat roof; ps = Cs×pf for sloped
  • Ce exposure (sheltered to fully exposed); Ct thermal (heated vs unheated)
  • Drift loads at steps, parapets; unbalanced on gable roofs
  • Rain-on-snow surcharge in certain regions per ASCE 7

Sample Projects - Click to Load

🏠Easy

Heated Residential

Moderate snow, heated home

🚗Easy

Unheated Garage

Heavy snow, unheated structure

🏢Medium

Commercial Building

Moderate snow, commercial structure

🏔️Medium

Mountain Cabin

Very heavy snow, steep roof

🚜Easy

Agricultural Building

Heavy snow, unheated barn

🏥Advanced

Critical Facility

Moderate snow, essential facility

Selected: Moderate Snow Region - Moderate annual snowfall

Typical locations: Mid-Atlantic, Southeast, Pacific Northwest Coast

🏠 Roof Characteristics

Two-slope roof with ridge

📊 Exposure & Factors

Exposure

Open terrain with scattered obstructions

Thermal

Structure maintained above freezing

Importance

Standard occupancy

🏔️ Drift & Sliding Loads

📊 Results

Flat Roof Load

17.50 psf

Sloped Roof Load

17.50 psf

Total Design Load

31.84 psf

Load Category

Moderate

Risk: Moderate

Special Loads

Unbalanced Load

31.84 psf

⚠️ Structural Requirements

  • • Requires structural engineer review
  • • Verify roof framing capacity
  • • Design for unbalanced loads on gable/hip roofs

💡 Recommendations

  • • Verify local building codes for specific requirements
  • • Consider periodic snow removal for heavy loads

Step-by-Step Calculation

=== Snow Load Calculation (ASCE 7) ===
Ground Snow Load (pg): 25.0 psf
Exposure Category: Exposure C (Open) (Ce = 1)
Thermal Factor: Heated Structure (Ct = 1)
Importance Factor: Risk Category II (Is = 1)
Roof Type: Gable Roof

=== Flat Roof Load (pf) ===
pf = 0.7 × Ce × Ct × Is × pg
pf = 0.7 × 1 × 1 × 1 × 25.0
pf = 17.50 psf

=== Slope Reduction Factor (Cs) ===
Roof Slope: 30°
Slope Reduction Factor (Cs): 1.000

=== Sloped Roof Load (ps) ===
ps = Cs × pf
ps = 1.000 × 17.50
ps = 17.50 psf

=== Unbalanced Load ===
Unbalanced Load = 31.84 psf
(Applies to one side of gable/hip roof)

=== Total Design Load ===
Design Load = Maximum of:
  - Balanced Load: 17.50 psf
  - Unbalanced Load: 31.84 psf
Total Design Load = 31.84 psf

📈 Visualizations

📊 Load Comparison

📏 Factor Comparison

Planning estimates only. Verify with a licensed engineer or contractor before construction.

📐 Construction Industry Facts

❄️

pf = 0.7×Ce×Ct×Is×pg; sloped ps = Cs×pf

— ASCE 7

📐

Ce exposure; Ct thermal; Is importance factor

— ASCE 7

🏔️

Ground snow load 10–300+ psf by region

— ASCE 7 maps

⚠️

Drift, unbalanced, rain-on-snow add to base load

— ASCE 7

📋 Key Takeaways

  • Flat roof | pf = 0.7 × Ce × Ct × Is × pg (ASCE 7)
  • Sloped | ps = Cs × pf; Cs from slope & thermal
  • Factors | Ce exposure; Ct thermal; Is importance
  • Special | Drift, unbalanced, sliding, rain-on-snow

Did You Know?

❄️

ASCE 7 is the US standard for snow load design.

Source: Standard

📐

pf = 0.7 × Ce × Ct × Is × pg for flat roof.

Source: Formula

🏗️

Drift loads at steps; unbalanced on gables.

Source: Loads

🌡️

Unheated structures use Ct = 1.1.

Source: Thermal

🛡️

Importance factor: I = 1.0–1.2 by occupancy.

Source: Importance

📊

Exposure B 0.9; C 1.0; D 1.1.

Source: Exposure

What is a Snow Load Calculator?

A snow load calculator determines design snow load on roofs per ASCE 7. Uses ground snow load, roof slope, exposure, thermal and importance factors. Includes drift, unbalanced, sliding, and rain-on-snow loads for structural design.

🔬 Key Concepts

pf

Flat roof snow load

ps

Sloped roof = Cs × pf

Ce, Ct, Is

Exposure, thermal, importance

pg

Ground snow load (psf)

How to Calculate Snow Load

  1. 1

    Ground load

    pg from region/map

  2. 2

    Flat load

    pf = 0.7 × Ce × Ct × Is × pg

  3. 3

    Sloped load

    ps = Cs × pf

  4. 4

    Special loads

    Add drift, unbalanced, sliding as applicable

When to Use Snow Load Calculations

Flat Roof

Slope ≤ 5° (≤ 1:12)

Drift

Monoslope Roof

Single-slope roof

Drift

Gable Roof

Two-slope roof with ridge

UnbalancedDrift

Hip Roof

Four-slope roof

UnbalancedDrift

Shed Roof

Single-slope lean-to

Drift

Curved/Arched Roof

Curved or arched structure

Snow Load Formulas

pf = 0.7 × Ce × Ct × Is × pg
ps = Cs × pf

ASCE 7 Factors Reference

FactorValueDescription
Exposure B (Ce)0.9Sheltered
Exposure C (Ce)1.0Open
Exposure D (Ce)1.1Unobstructed
Heated (Ct)1.0Normal
Unheated (Ct)1.1Not heated

Important Considerations

⚠️ Avoid

  • • Ignoring drift at steps/parapets
  • • Wrong exposure for site
  • • Skipping engineer for critical structures

✓ Best Practices

  • • Use ASCE 7 ground snow map
  • • Consider drift, unbalanced, sliding
  • • Verify with local building official

⚠️ Disclaimer: For planning. Structural design must be performed by a licensed engineer. Local codes may differ.

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