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Thanks for alerting me to the UK orientation, Tony. Never even noticed that. That specialized-"bolt" anchoring requirement is something I will surely be looking for, but under US and New Hampshire codes. Steel units here are often provided in both SAE and/or SI. I haven't a guess...

Hey. All. Anybody. Ever see discussions on here or elsewhere, about how heavily one must support long (1@37’, 1@34’) wide flange beams with at least one auxiliary footing(s)? No bolts for steel mounting plates were cast into the new frostwall & half-foundation last fall. Next month we...