Design Wind regions

 Sheds are to be designed for maximum expected wind speeds according to pre-designated regions as per the chart below.

Design wind regions

Image from Geoscience Australia www.ga.gov.au

 

Terrain Categories

These wind speeds are then modified according to the surrounding terrain as below

Terrain Categories Descriptions

TC2      Water surfaces, open terrain, grassland with few, well-scattered obstructions having heights generally from 1.5 m to 10 m.

TC2.5Terrain with few trees, isolated obstructions such as agricultural land, cane fields or long grass, up to 600 mm high.

TC3     Terrain with numerous closely spaced obstructions 3 m to 5 m high such as areas of suburban housing.

 

Importance Levels for Sheds

A risk factor (importance level) is then applied to the potential ramifications of failure and the building will then be engineered in accordance with the acceptability of potential failure.

The BCA defines four Importance levels:

Level 1 - Buildings with a low degree of hazard to life and other property in case of failure
Level 2 - Default level - buildings not assigned levels 1, 3 or 4
Level 3 - Buildings designed to contain a large number of people
Level 4 - Buildings essential to post-disaster recovery or associated with hazardous facilities

 

Importance Level Examples

BUILDING DESCRIPTION

Farm Shed

Residential shed or garage

Small school shade structure

Produce sales building

Shearing shed

Large commercial storage warehouse

Large (250+) school assembly shelter

Shed housing hospital emergency generator

Emergency vehicle shed

BCA CLASS

10a

10a

9b

6

8

7b
 

9b
 

10a
 

10a

FAILURE CONSEQUENCES

HUMAN HAZARD

PUBLIC IMPACT

Low                                           Low

Mod                                          Low

Mod                                          Mod

Mod                                          Mod              

Sub                                           Mod    

Mod                                         Sub                        

Sub                                          Sub
 

Sub                                          Ext
 

Sub                                         Ext

 

IMPORTANCE LEVEL

1*

2

2

2 or 3

2

3
 

3
 

4

4

Ultimate Limit Design State

These factors are all put together to provide the wind load the engineer must design for.  Examples below.

Source: steel.org.au (used with permission)