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

Lightweight roof covering on<br />

225 × 50 timber purlins<br />

20 diameter bolt<br />

30° slope<br />

Laminations taper<br />

Radius 2.5<br />

Cramp<br />

Cavity<br />

wall<br />

Span 14.5<br />

Foot of portal<br />

frame inside<br />

cast iron shoe<br />

Floor slab<br />

Shoe bolted to concrete base<br />

Figure 4.39 Glue-laminated timber portal frame.<br />

portals are spaced fairly widely apart to support timber or steel purlins, which can be<br />

covered with sheet cladding materials, slates or tiles. Timber decking is usually used to<br />

provide a soffit of natural timber. For buildings that require heating, the thermal insulation<br />

is placed above the timber soffit. The laminations of the timber from which the portal is<br />

made are arranged to taper so that the depth is greatest at the knee, where the frame tends<br />

to spread under load and where the depth is most needed. The portal is more slender at<br />

the apex and at the base of the post where the least section is required for strength and<br />

rigidity. The maximum radius of curve for shaped members is governed by the thickness<br />

of the laminates. A maximum radius of 5625 mm is recommended for 45 and 2500 mm for<br />

20 mm thick laminae. Because of the labour involved in the assembly of curved members,<br />

they are appreciably more expensive than straight members.

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