Just a quicky
My structual engineer has only specified on the BR drawings for the new extension floor joists as 200 x 50 @400mm intervals.
The floor is only 3.1m in span, is it ok to use C16's as apposed to C24's?
Thanks
My structual engineer has only specified on the BR drawings for the new extension floor joists as 200 x 50 @400mm intervals.
The floor is only 3.1m in span, is it ok to use C16's as apposed to C24's?
Thanks