Currently have a planning application in for a 40x15x3.5m silage clamp and am considering shuttering the walls. Based in the Midlands
What thickness of wall would people recommend? Would we need to put steels in it? Would prefer not to because of the silage effluent. There would be 332.5 m2 of wall which, if we went 300mm thick, would be 100 cube of concrete.
Anyone be able to give an estimate of what it might cost?
Will also be laying 780m2 of floor including an apron in front of the clamp.
Thanks
What thickness of wall would people recommend? Would we need to put steels in it? Would prefer not to because of the silage effluent. There would be 332.5 m2 of wall which, if we went 300mm thick, would be 100 cube of concrete.
Anyone be able to give an estimate of what it might cost?
Will also be laying 780m2 of floor including an apron in front of the clamp.
Thanks