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40 Barry’s Advanced Construction of Buildings<br />

Head plate<br />

Through tie<br />

Adjustable<br />

steel strut –<br />

must be<br />

secure<br />

Sole plate<br />

Guard rail<br />

910 – 1159 mm<br />

Working<br />

platform<br />

Guard rail<br />

Fibre<br />

reinforced<br />

sheeting tied to<br />

scaffold<br />

Minimum 150<br />

toe board<br />

Ledgers<br />

Ledger<br />

bracing<br />

Scaffolding<br />

specially<br />

designed to<br />

transfer the<br />

loads from<br />

the cantilever<br />

beam to the<br />

structure<br />

Outer<br />

standard<br />

Cantilevered steel<br />

beam designed to<br />

transfer loads<br />

150 mm minimum<br />

High stress concentration – adequacy of<br />

structure must be checked<br />

Note: Adequacy of existing structure to be checked to ensure it is able to<br />

support the loads applied by the scaffold and cantilever beam<br />

Figure 2.14 Cantilever scaffolding.<br />

from the ground (Photograph 2.15). Cradles and other suspended scaffold systems are<br />

becoming much more common and can be designed to suit heavy and light duty work.<br />

The area directly below the suspended cradle should always be cordoned off, preventing<br />

people from walking under the cradle being struck by falling objects. All personnel using<br />

cradles must be trained and certified to use the equipment.

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