Hi
Is the 2.1m external lobby/porch wall stable without a standard 3-brick (665m) return?
'Approved Document A' doesn't have a minimum wall length before a return/buttress is required.
If not stable, what are the options?
A 300 x X mm brick pier at the bottom corner, bed reinforcement/mesh, SE masonry wall panel design, or else?
Is the 2.1m external lobby/porch wall stable without a standard 3-brick (665m) return?
'Approved Document A' doesn't have a minimum wall length before a return/buttress is required.
If not stable, what are the options?
A 300 x X mm brick pier at the bottom corner, bed reinforcement/mesh, SE masonry wall panel design, or else?