Padstones - are we getting them wrong?

Joined
23 Feb 2012
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Location
Manchester
Country
United Kingdom
To any SEs here who design padstones for steel beams - you've been doing it all wrong!
Forget things such as 'characteristic strength' and 'partial safety factors' - this is how its done.
(Home owner and inspector not well pleased o_O).
IMG20260605105954 (2).jpg
 
I hate it when inspectors think they know better. Fresh out of uni trying to tell us how to build. :mad:
As for homeowners, what do they know. They are paying for our expertise, and then start moaning about things.
 

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