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  1. D

    Crack in breeze block outbuilding

    Gosh you have more knowledge about its construction than what the OP has flagged up in post 7
  2. D

    Crack in breeze block outbuilding

    Well he has 2 choices then, point it up and hope it lasts for a few more years or pay some jobbing builder to demolish and rebuild at substantial cost, do you know any?
  3. D

    Crack in breeze block outbuilding

    Another 15 years? , it appears to be strong enough sand to hold the blocks together except where tension forces come into play due to settlement
  4. D

    Crack in breeze block outbuilding

    Well 1 metre of foundation has failed but totally knackered is a bit OTT
  5. D

    Crack in breeze block outbuilding

    Its stood for 15 years so its solid enough, just a general point up required
  6. D

    2 metre retaining wall

    It don't look good
  7. D

    Padstones - are we getting them wrong?

    Nothing a bit of plaster won't hide
  8. D

    How to prevent cracks and keep coving on

    Gyproc cove adhesive and scribe the wall if you have the energy/inclination. I have scribed and not scribed and never had a problem with the coving
  9. D

    Structural Engineer needed or standard USB size?

    Why not just look in the room above and see how the floor boards/sheets are screwed down? If the joists do not induce any loading on the wall then all the beam the has to take is the weight of 15 of those blocks plus weight of plaster (assuming its a single skin wall)
  10. D

    Structural Engineer needed or standard USB size?

    Middle route is calculate the load the beam will need to take and then calculate what the bending moment will be and select a suitable sized 2m long UB from https://www.steelforlifebluebook.co.uk/ub/ec3-ukna/buckling-resistance-s355
  11. D

    Engine lifting beam In workshop

    C Cor they are cheap as chips, I may get one although I would never use it
  12. D

    Engine lifting beam In workshop

    Well 2 joists without a steel plate can lift a 500kg load but the deflection would be 15mm which is 3mm larger than allowed on a 4.1m span
  13. D

    I need to work on my legs

    You have something in common
  14. D

    I need to work on my legs

    Well they would, hers have been dead for 64 years?
  15. D

    I need to work on my legs

    Don't worry about chicken legs its the sausage that's important
  16. D

    Should retrofited air bricks bridge cavity wall or not?

    All as clause 4.14 Doc C building regs https://assets.publishing.service.gov.uk/media/5a8192a0e5274a2e8ab54b5f/BR_PDF_AD_C_2013.pdf Don't need them on all walls just opposite ones to provide cross ventilation and avoid short circuiting
  17. D

    Adding pillar support for RSJ

    ,
  18. D

    Adding pillar support for RSJ

    Working on a roof load of 2kn/m2 a 6m joist bending moment would be 27knm. Looking at Blue Book a 203 x 102 x 23 would seem to suffice (subject to a shear and deflection check) Perhaps Tony1851 can concur
  19. D

    Stock market dealing

    Throwing up 9 screens of info in one go, one screen on my laptop is my scope, you must have a viewing screen as big as NASA (or very very good eyesight)
  20. D

    Stock market dealing

    Mind boggling
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