Hi
We are in the process of arranging for a wall with a door way in it to be taken down to open up the whole area. I have had a report done by a structural engineer to determine what steels need using and checking foundations and so on.
However, in the calculations he makes assumptions about the foundations and says that if these factors are not true then the pillar at one end will need underpinning to support the new RSJ.
I dont understand any of hte calculations about the foundations, but it says that if the parameters are not met then local underpinning of the pier to a size of 600 x 1100 x 200 DP is required.
Is it possible to give any indication of what this is likely to cost ?
Thanks
Tim