Hi everyone,
I am having a rear extension built and because of sewers in the garden the architect specifield pad & beam footings and had a structural engineer draw up the calculations. The engineer has drawn up the specs for the pads and described the beams which are 203x102x23UB RSJ's
Am I right in saying that the RSJ width is 102mm ??
If this is the case is this large enough to build the rear and side wall for the extension off of??
Thanks in advance for any help.
I am having a rear extension built and because of sewers in the garden the architect specifield pad & beam footings and had a structural engineer draw up the calculations. The engineer has drawn up the specs for the pads and described the beams which are 203x102x23UB RSJ's
Am I right in saying that the RSJ width is 102mm ??
If this is the case is this large enough to build the rear and side wall for the extension off of??
Thanks in advance for any help.