Recent content by glassfan

Thank you for your reply. Could you explain studwork and posts, please, and how they will take the weight of the roof? Don't know why the SE didn't say anything about that - he said that he had allowed for a couple of courses in his load calculations?? Thanks

Hello, new to this forum, not great with technical terms but here goes .... Am building extension with 5metre opening (for bifold glass doors). Structural engineer designed flitch beam to span opening and support flat roof. Beam is now in place and need to put 2 courses of concrete block...