Just reading through some old threads on RSJ's and supporting walls. What would be the correct way to knock down non load bearing walls? Say for instance you wanted to make a sort of open plan kitchen/diner but you still wanted them to be seperate rooms. To do this you leave say three feet of one side of the wall, three feet the other and say 4 courses of bricks at the top. Would you still need an rsj for that or would a length of
4x4 be adaquate, the span would cover about 6 feet so not a huge amount of weight on it. Any ideas? Pete- posted
18 years ago