Snow Drift Loading
Adjacent to Roof Obstructions (Fig G-8 NBC2005)
v1.0.1
File:
Project:
Designer:
Date:

Climatic Data

Location
Province:
Ground snow load
Ss:
Rain Load
Sr:
Density
Snow density, γ:
kN/m3

Factors

Importance factor
Is:
Factors
Cb:
Cw:
snow drift distribution

Roof Projection

Length, b:
m
Height, h:
m

Roof geometry

Pitch:
/12
Slippery:
Thinking...

Specified Snow Load

[4.1.6.2]
S = Is[Ss(CbCwCsCa)+Sr]

Factors

User input values:
Ss = 1
Sr = 1
Importance Factors
ULS: Is = 1.25
SLS: Is = 0.9
Roof slope = 0 degrees
Slope Factor
For non-slippery roof:
Slope <= 30 degrees.
Cs = 1
Cb = 0.8
Density = γ = 3 kN/m3
[Structural
Commentaries
Fig G-8]

Drift Factors & Distribution


Ca(0) = 0.67*γ h/(CbSs = 2.513
a) when Ca(0) < ( 0.8/Cb=1 ) : Ca(0)=0.8/Cb
b) when Ca(0) > ( 2/Cb=2.5 ): Ca(0)=2/Cb

Ca(0) = 2.5


xd = 2h = 2 m. But 3 m &le xd &le 9 m:

xd = 3 m


h' = h - CbCwSs/γ = 0.733m

Min dist where (Cw = 1.0) = 10*h' = 7.333 m

Obstruction effect limit = 3 Ss / γ = 1 m

Snow Load Summary

( b = 10 m ) > ( 3*Ss / γ = 1 m )

x = 0

Cw = 1
Ca(0) = 2.5

SULS = 1.25[1(0.8*1*1*2.5)+1] = 3.75 kPa

SSLS = 0.9[1(0.8*1*1*2.5)+1] = 2.7 kPa

0 < x &le ( xd = 3m )

Cw = 1
Ca(x) decreases linearly over 0 < x &le xd
Ca(x) = 2.5 - 0.5 * x   (with x in meters)

x = xd = 3m

Cw = 1
Ca(xd) = 1

SULS = 1.25[1(0.8*1*1*1)+1] = 2.25 kPa

SULS = 0.9[1(0.8*1*1*1)+1] = 1.62 kPa

x > ( xd = 3m )

Cw = 1.0
Ca(x) = 1

SULS = 1.25[1(0.8*1.0*1*1)+1] = 2.25 kPa

SSLS = 0.9[1(0.8*1.0*1*1)+1] = 1.62 kPa

This information must be read or used in conjunction with Part 4 and the Structural Commentaries of the NBCC 2005. In the event of discrepancies, Part 4 and the Structural Commentaries of the NBCC 2005 shall govern.