Many a times diyers have removed internal wall to fit RSJ from the helpful advice on this site. What many have either failed to answer, or point out that the foundations of internal wall nibs are sufficient or not.(if the whole wall is not being taken out).
What is the right way of checking it out. How to dig test holes and what to look out for. How does one actually establish if the nibs are able to take weight of RSJ and upstairs wall and joists.
Please advice. The wall in question is in a 1930 victorian end terrace with 7x4 rsj with 55cm nibs either side.
Thank you.
What is the right way of checking it out. How to dig test holes and what to look out for. How does one actually establish if the nibs are able to take weight of RSJ and upstairs wall and joists.
Please advice. The wall in question is in a 1930 victorian end terrace with 7x4 rsj with 55cm nibs either side.
Thank you.