Hi
I am trying to design the secondary and tertiary steelwork to support a kingspan optimo flat panel. When I ring Kingspan they just tell me that tertiary steelwork is not required but when you read their product literature the erection tolerances of the cladding are greater than those listed...
Hi
I need some advice as to what you would recommend as a testing regieme for a slipformed concrete chimney stack. Specifically number of concrete cube tests per shift, or any other recomended tests. Is there any codes that give reference to this.
Thanks
Tullj
Hi
I need some advice as to what you would recommend as testing regieme for a slipformed concrete chimney stack. Specifically number of concrete cube tests per shift, or any other recomended tests. Is there any codes that give reference to this.
Thanks
Tullj
