Recent content by n0v1ce

  1. N

    Help techie 'Q' re RSJs and padstones any SE's out there

    We have had a few issues with our building contractor and architect technician re a fully width single story extension (6m wide x 2.8 m deep) 1) Technician did not supply structural calculations to building control (BC). He originally specced RSJs at 2no 203x133x30kg UB 2) In absence of...
Back
Top