Placing steels off-centre on a padstone

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Wanted to check if the method on the drawing attached is ok. It's for a wall going across the back of a side extension flush with the back of the existing but doesn't feel completely right as it's not in the middle of the padstone.
IMG_20260619_160044783.jpg
 
Your safest option is to get the SE to confirm it's ok.

What you don't want is a BCO not liking it after it's all done: I'm assuming you haven't done a full plans submission?
 
Your safest option is to get the SE to confirm it's ok.

What you don't want is a BCO not liking it after it's all done: I'm assuming you haven't done a full plans submission?
Yes full plans but the the engineer is a piece of work.
If I have to I'll move the wall in, 8 inches seems the norm I suppose?
 
Step2 then, ask BC if they are happy.

All the padstone needs to do is to distribute the beam reaction into the masonry under so the latter isn't overstressed (think snowshoe). The bigger the load or the weaker the masonry, the bigger the padstone has to be. If BC remotely concerned about eccentric loading as you show the go to the L shape

Don't move the wall: there are bound to be knock on effects
 
Step2 then, ask BC if they are happy.

All the padstone needs to do is to distribute the beam reaction into the masonry under so the latter isn't overstressed (think snowshoe). The bigger the load or the weaker the masonry, the bigger the padstone has to be. If BC remotely concerned about eccentric loading as you show the go to the L shape

Don't move the wall: there are bound to be knock on effects
I agree about moving the wall. Think the steel being on the very edge is a bit weird though I can only think of throwing mortar in there.
 

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