RSJ Calcs

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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?:(
 
I take it your knowledge of steels and their span is like mine, then?
 
I dunno, I seem to remember in a domestic dwelling, the span is limited.
 
Mine came today, it's spanning 5.04mtrs:

IMG_0884.JPG
 
You can span in excess of 20 m with a UB dependent on load but I think for you it'd be be limited to what your can beam you can lift safely and what depth you've got available for a beam.
 
I guess it would be two steels each supporting a leaf. When you say depth you mean we need enough headroom to allow for the depth of the beam and a human to pass underneath.
 
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