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This may be better in building but here goes...
Could 5.03m be spanned with one run?
The steels would be supporting a once-external cavity wall itself supporting joists and a pitched roof above.
It would be slightly longer if the steels were supported by the cavity wall either side, instead of resting on piers.
Or would I need a pier in the middle of the span?
Could 5.03m be spanned with one run?
The steels would be supporting a once-external cavity wall itself supporting joists and a pitched roof above.
It would be slightly longer if the steels were supported by the cavity wall either side, instead of resting on piers.
Or would I need a pier in the middle of the span?