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Tech Data & Installation

Technical Data

Beta Structure

 

Material

Standards

Properties

Other

Framework

Aluminium

Framework Engineered to meet BS6399

Alloy designation 6061 (AlMgSiCu) and 6082 (AlMgSi1)

20% of all aluminium originates from recycled sources

Profiles:
30m width 5m eave height 400/115 Length 4586mm
25m width 5m eave height 320/115 Length 4586mm
25m width 6m eave height 400/115 Length 5586mm
20m width 4m eave height 320/115 Length 3586mm
20m width 5m eave height 320/115 Length 4586mm
20m width 6m eave height 320/115 Length 5586mm
15m width 5m eave height 285/110 Length 4586mm
15m width 6m eave height 285/110 Length 5586mm
10m width 5m eave height 210/110 Length 4586mm
Column Legs Aluminium Engineered to meet BS6399 Alloy designation 6061 (AlMgSiCu) and 6082 (AlMgSi1)
 Cladding (Insulated)  Laminated horizontal steel cladding Galvanised outer steel layer 0.63mm, inner layer 0.50mm
Pre-painted PES 25?m outside, 15?m inside. 60mm/30mm polyurethane foam insulating layer
 EN13501-1 (Reaction to Fire C-s3,d0)  U Value

0.41 W/m2K @ 60mm
0.80 W/m2K @ 30mm

Available in a range of profiles and RAL colours
 Cladding (Standard)  Profiled steel 0.63mm thick external faces pre-lacquered 25 micron thick.      Available in a range of profiles and RAL colours.
 Roller Shutter Doors  Type S75E Power operated Industrial Duty Roller Shutter.
with galvanised steel endlocks, rivets, side guides and bottom rail.
 M2 fire classification
Tested to BS 5438 and achieving BS 7837
   Where Electrically Operated door is required, 3 phase power and earth required from 6 Amp powered isolator with 5 pin CEE socket between 600 and 1700mm from floor level within 1000mm of door on motor side
 Roof Membrane  PVC/
Polyurethane membrane
590g/m2 “fluotop” dirt repellent coating
Resistant to mould, sea spray and UV
 M2 fire classification
Tested to BS 5438 and achieving BS 7837
 U Values

Standard roof 6.40 W/m2K
Insulated roof 2.33 W/m2K
 
 Other Components  Galvanised Steel  BS6399    Fixings, bracing cables, baseplates, reinforcement members
 Anchoring  Usually by M20/170HAS rods into a pre-prepared concrete base using HVU Adhesive  Tested post installation to ensure that necessary loadings are achieved. Re BS6399  Design Resistance of 62.9kN Tensile Load and 54.0kN Shear Load per rod  Where fixing by HAS rods and HVU Adhesive is not possible, a number of different anchoring methods are available – all tested to ensure that the requirements of BS6399 are met.


Installation

Stage 1 - Base plate positions set out

Base plate positions set out and base plate fixed to base . . . no foundations needed

Stage 2 - Portal frames constructed

Portal frames constructed on the ground, aligned with baseplates and lifted into position

Stage 3 - Portals and purlins added as necessary

Portals and purlins
added as
necessary

Stage 4 - Roof membranes installed

Roof membranes installed

Stage 5 - Cladding in place and building fully operational

Cladding in place and building fully operational

 

 

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