An example of how a steel stanchion is bolted to the concrete panel via cleats. The wall panel is supported by strip footing and placed approx 75mm below ground level.
Below is a detail to show how the rafter and purlins are connected by M24 bolts. It also shows how fly bracing is placed on alternate rafters for extra support to the purlins. Steel rods have been used for cross bracing to resist lateral loads that may be imposed by external forces.
Here shows how the end structure is purely steel framing exemplifying how the corner assembly works. I am assuming by the artists impression of the final building that this structure will be covered by some form cladding and then plastered. Below is a good example of how the UB 320 rafter is connected to the wall panel by angle plates and 6 bolts. It is also clear the comparative size of the purlins to the rafter.
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