All systems
Technical sheet
A.01A.02
SystemS-52

Glulam timber roof

A large-span roof structure made of glued-laminated timber — spruce boards glued and pressed into beams, arches or trusses as large and straight as steel, but light and warm. Glulam reaches spans solid timber cannot, with a low self-weight and a fine exposed soffit; heavy timber chars slowly and predictably in fire, while the steel connections are the point to design and protect.

CoperturaLarge-span glulam roof structure
B.01
System build-up6 layers
ESTERNOINTERNO (a vista)1. Manto2. Isolante3. Perlinato4. Arcareccio5. Trave lamellare6. Connessione

Technical section of the system, from inside (left) to outside (right).

Large-span glulam roof structure
Luce libera
10-40 (e oltre)m
Altezza della trave
L/15 - L/20
Classe del lamellare
GL24 - GL32
Carbonizzazione al fuoco
0,6-0,8mm/min
Connessioni
acciaio (piastre, perni)
Peso proprio
0,3-0,6kN/m²
Descriptive memo

A large-span roof structure made of glued-laminated timber — spruce boards glued and pressed into beams, arches or trusses as large and straight as steel, but light and warm. Glulam reaches spans solid timber cannot, with a low self-weight and a fine exposed soffit; heavy timber chars slowly and predictably in fire, while the steel connections are the point to design and protect.

A glulam roof is a large-span roof structure made of beams (or arches, or trusses) of glued laminated timber — spruce boards glued and pressed into elements as large and straight as steel, but light and warm. It is the structure of gyms, churches, pools and halls.

Large spans, light weight

Glulam reaches spans solid timber cannot — tens of metres — with a low self-weight: the roof bears lightly on columns and foundations. The beams can be shaped at will (straight, curved, pitched), and the exposed soffit is warm and fine, part of the architecture.

Fire: it chars slowly

Against intuition, heavy timber resists fire well: it burns at the surface forming a layer of char that protects the core, and the section reduces slowly and predictably. The beam is therefore sized with a sacrificial oversize for the required time. It is often the steel connections, not the wood, that are the point to protect.

Connections and bracing

The delicate point is the joints: bearings, splices and connections are made with steel plates, dowels and brackets, to be designed with care because they transfer all the forces. Tall, slender beams must be braced laterally — with purlins and roof bracing — so they do not buckle. The bearings are kept dry and ventilated so the ends do not rot.

Systems architecture

Why it works

Fire: it chars slowly
char layersound core≈ 0.7 mm/minheavy timber forms a skin of char that protects the core: the section shrinks slowly and predictablyso the beam is oversized for fire and keeps carrying — it is the steel connections that must be protected

It seems a paradox that a timber roof can be fire-rated, yet heavy glulam behaves better in fire than bare steel. When it burns, the surface turns to a layer of char that insulates the wood beneath, so the flames do not race through it: the section is eaten away slowly and steadily, about 0.7 mm a minute. Because the rate is known, the residual sound core after a given time can be calculated, and the beam is simply sized with a sacrificial oversize so that what is left still carries the load — it loses size, not suddenly its strength, the way steel softens and buckles. The real weak points in fire are the steel connections, which conduct heat and must be protected or buried in the timber. Light, warm, spanning far and predictable in fire: that is why glulam roofs cover the great halls.

Suited to large exposed roofs

Comparison · insulants
Glulam
light, warm, R
Steel
needs fire protection
Prestressed concrete
heavy
Solid timber
limited spans

Longer bar = the better suited to a large, exposed roof. Glulam combines wide spans, light weight, a warm exposed soffit and predictable fire behaviour — a balance the others do not match.

Nodal details

Critical junctions · sections
123456
D.01
Beam bearing

The glulam beam bears on the column or wall through a steel shoe bolted to the support and pinned to the beam with dowels: the connection transfers all the load and must be designed for it. A small gap keeps the end-grain off the masonry and lets it breathe, so the beam end stays dry and does not rot.

  1. Glulam beam
  2. Wall / column
  3. Steel shoe
  4. Dowels (beam)
  5. Ventilation gap
  6. Bolts to the wall
123456
D.02
Ridge connection

At the ridge the two pitched beams meet on a steel gusset plate, pinned at the apex and fixed to each beam by dowels: the joint passes the thrust from one rafter to the other and can be detailed as a hinge. A ridge purlin ties the apex and carries the covering over the top.

  1. Beam (left pitch)
  2. Beam (right pitch)
  3. Ridge gusset plate
  4. Apex pin (hinge)
  5. Connection dowels
  6. Ridge purlin

Installation controls

Specification · checklist

01 · Timber & class

Glulam class (GL)
Moisture and use class
Camber and dimensions

02 · Connections

Steel shoes and plates
Dowels and bolts to design
Protected / buried for fire

03 · Bearings

Ventilated, isolated bearings
Gap to the masonry
Sloped, protected end-grain

04 · Bracing

Lateral restraint of beams
Purlins and roof bracing
Temporary bracing in erection

05 · Fire & finish

Sacrificial size for R class
Connections protected
Exposed soffit finish

Recurring defects

Diagnostics · site
Biologica
Rot at the supports
CauseA bearing built into damp masonry, or end-grain that cannot dry, lets fungi attack and rot the most loaded point of the beam.
PreventionVentilated, isolated bearings on steel shoes, a gap to the masonry, sloped and protected end-grain, moisture control.
Sicurezza al fuoco
Fire behaviour and connections
CauseThe timber chars predictably, but exposed steel connections conduct heat and lose strength fast, and can fail before the wood.
PreventionSacrificial oversize for the charring, connections protected or buried in the timber, design to the required R class.
Meccanica
Lateral buckling of the beams
CauseTall, slender beams without lateral restraint twist and buckle sideways under load, especially during erection.
PreventionLateral bracing, purlins and roof bracing, restraint at the compression edge, temporary bracing while erecting.
Adesione
Delamination and checking of the glulam
CauseWide swings of humidity, or a faulty glue line, open the laminations (delamination) and surface checks in the timber.
PreventionA controlled service climate, protected and ventilated timber, certified gluing, a suitable use class and finishing.

Component materials

The network · materials

Reference regulations

2 norms

Informational links to the regulatory framework. Always verify the current text on the official source.