structural engineer

  1. D

    Dispute between SE and Builder

    Hi all, We have had an extension done and have recently knocked through and put in a large steel. The builder (and project manager) has put the steel on a padstone and the padstone is suspended across the two leaves of the cavity wall. The cavity wall that it is sat on used to have a closed...
  2. S

    Strengthening wood beams

    Hi I've got some 20 year old wood beams in my roof which support the existing ceiling. They are still in a good condition. I'm wanting to make a loft conversion and was thinking about further strengthening the beams by painting them with something but not sure whether to use a varnish or enamel...
  3. P

    Knock through, RSJ, End bearing and SE

    Hi, This is my first post, for a while I have enjoyed reading through many posts and learning :). I have a 3 bedroom end terrace (ground floor and first floor with truss roof), i have had an extension built to the rear of the house via permitted development (external size 3mx7m with vaulted...
  4. C

    Upgrading new build garage roof

    Hi, Just moved into a new build with a double garage. The double garage is a nice size and I want to use it as a man cave. The roof structure is formed of a complex network of slim rafters spanning the space. Over long spans, they are joined together using those thin metal plate rafter...
  5. D

    Solutions for 800mm floor joist centres?

    Hi, I would like to lay a new floor covering in the first floor bedroom in our victorian terrace. The problem is that the 5x2 floor joists (actual size 120mm x 60mm) are at 800mm centres with no noggins and span roughly 2.4m. Ideally I would make the structure better in order to accommodate...
  6. J

    Structural Wall help

    Hi, Following my last post where I got some really helpful answers I wanted rely on you guys again! We currently have an upstairs layout as shown in the image. We are looking to knock down the wall between the WC and the bathroom to increase the size of the bathroom but wanted to check whether...
  7. L

    Pros & cons between universal beams vs parallel flange channels

    Good morning. For my loft conversion the structural engineer designed PFC steels to carry the new load of the 9" X 2" C24 floor joists. The building control officer stated that I could have also used universal beams instead, because "it would have cost a lot less in steel". Is this an accurate...
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