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.
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
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
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