Greetings
Does anyone have a reinforced concrete frame and steel frame comparison please for a building with a footprint of circa 75m by 45m with the floor/roof and cladding included.
Floor can be post tensioned or cast in situ on steel sheet. Cladding is composite aluminium/steel or precast elements.
It would be helpful to know what timescale differences will be possible with the above options.
Specifically we want to apply a schedule uncertainty overlay to the shortest timescaled set of options.
The ground works are detailed and the grid is 6m.
What risk allocations would be applied for this size of building for the options please.
Thank you
Best regards
Chris Eaglen
Does anyone have a reinforced concrete frame and steel frame comparison please for a building with a footprint of circa 75m by 45m with the floor/roof and cladding included.
Floor can be post tensioned or cast in situ on steel sheet. Cladding is composite aluminium/steel or precast elements.
It would be helpful to know what timescale differences will be possible with the above options.
Specifically we want to apply a schedule uncertainty overlay to the shortest timescaled set of options.
The ground works are detailed and the grid is 6m.
What risk allocations would be applied for this size of building for the options please.
Thank you
Best regards
Chris Eaglen