When i built my extension i used a fair bit of steelwork including columns to support the main load bearing beam (rather than building brick piers) my architect used a friendly certified structural engineer who for about £80 did the necessary calcs. These came hand written on three sheets of plain A4 and were duly submitted to building control.
There was no covering letter or anything to suggest the bloke who produced them had any qualifications or idea of what he was doing, but they looked mightily impressive, i doubt anyone at building control would have had the knowledge to decipher if in fact they were beam calculations or moon landing trajectory calcs.
Being a good lad I did however follow them to the letter, and it cost me a small fortune in steel, the main span beam was only 16ft long and weighed a shade over a tonne as specced. Flipping ridiculous for what it was holding up. I reckon something half the size would have been adequate. Luckily i managed to borrow a tractor to lift it into place.
Calcs must have been ok though as its not fallen down yet……