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 in the black book (national structural steelwork specification) for steelwork erection tolerances. Could any one point me in the right direction for some guidance on this topic?
Thanks in advance
tullj
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 in the black book (national structural steelwork specification) for steelwork erection tolerances. Could any one point me in the right direction for some guidance on this topic?
Thanks in advance
tullj