Search:

Type: Posts; User: Alan Reade

Page 1 of 20 1 2 3 4

Search: Search took 0.18 seconds.

  1. Replies
    3
    Views
    282

    1) If you are using the 3:1 basis for your 9m it...

    1) If you are using the 3:1 basis for your 9m it is not enough you would need 9.35m minimum
    2) you may find that this only applies to internal scaffolds not external
    3) the 3:1 option refers to the...
  2. Replies
    1
    Views
    339

    Go and buy a copy

    Go and buy a copy
  3. Replies
    2
    Views
    319

    What alternative facility's are in place for...

    What alternative facility's are in place for transferal of horizontal loads?
  4. Replies
    2
    Views
    762

    Talk to Tony Jenkins 01480 475297

    Talk to Tony Jenkins 01480 475297
  5. Replies
    5
    Views
    615

    It was probably Northern Labour Only...

    It was probably Northern Labour Only :amazed::nuts:
  6. Replies
    57
    Views
    13,713

    Hard to find on the street these days!!

    Hard to find on the street these days!!
  7. Thread: Black steel

    by Alan Reade
    Replies
    7
    Views
    918

    Morning Harvey Page 121 of TG20:13 gives...

    Morning Harvey
    Page 121 of TG20:13 gives permissible stress for both New & Used tube (Used being black) Black whilst not as common as it was is still in use.
  8. Track down a guy called Andrew Dobinson at Brand...

    Track down a guy called Andrew Dobinson at Brand in Oz he may help you
  9. Self weight is self weight and occurs where it...

    Self weight is self weight and occurs where it occurs, so for leg load you would calculate the material content on the outside leg including legs, ledgers, trans & braces along with guard rails...
  10. Replies
    4
    Views
    443

    Morning spanner, word is you dress in spandeck's...

    Morning spanner, word is you dress in spandeck's at the weekends
  11. Thread: Readyloks

    by Alan Reade
    Replies
    8
    Views
    895

    I'm almost sure that Engineers feel the same...

    I'm almost sure that Engineers feel the same about Scaffs, but that has always been and may well always be the case.
    You will always find good and bad Engineers and Scaffolders.
    Regards
    Alan
  12. Replies
    2
    Views
    503

    There are plenty of tools in this industry :)...

    There are plenty of tools in this industry :)
    The first thing to do is to get your ideas on paper and registered with a patents office!!
  13. Thread: Readyloks

    by Alan Reade
    Replies
    8
    Views
    895

    No point in having an engineer if you don't take...

    No point in having an engineer if you don't take his advice
  14. Thread: Readyloks

    by Alan Reade
    Replies
    8
    Views
    895

    I am unsure why the addition or omission of a...

    I am unsure why the addition or omission of a kicker lift would affect the use of Readylok. But this may be a requirement of a TG20 compliant Readylok??
    I note TG20 pages 31 & 32 make reference to...
  15. Thread: Van thiel

    by Alan Reade
    Replies
    13
    Views
    1,397

    If you are talking about three inside boards yes...

    If you are talking about three inside boards yes they are available, if you cannot get from VT try Trade Magic they may be able to help
    If you are looking for three boards between the standards I...
  16. Replies
    14
    Views
    1,637

    Many Thanks 7/16 hope you are well? Sensible...

    Many Thanks 7/16 hope you are well?
    Sensible answers are not the problem sensible questions are few and far between these days
  17. Replies
    14
    Views
    1,637

    Checks on hangers are a back up to a failure....

    Checks on hangers are a back up to a failure.
    The only thing keeping you in the air is your support coupler, should your support coupler fail for whatever reason then you have a catastrophic failure...
  18. Replies
    4
    Views
    523

    You may use standard scaffold boards on Cuplok...

    You may use standard scaffold boards on Cuplok scaffolds, there is nothing to say you may not.

    Your requirement is to position transoms at the relevant board crs to support the boards

    Cuplok...
  19. Replies
    5
    Views
    2,903

    Staggered the beams just in case :) Hope them...

    Staggered the beams just in case :)
    Hope them sleeves are tight 0)
  20. Replies
    3
    Views
    746

    Steve's right, sounds unusual to say the least?...

    Steve's right, sounds unusual to say the least?
    If the brace is picked up at the first lift (under slung ledger for instance, (assuming the transoms are on load bearing couplers)) then the effective...
  21. Never let it be said that were a cynic Doug, its...

    Never let it be said that were a cynic Doug, its cheaper up north!!
  22. Thread: Man hours

    by Alan Reade
    Replies
    8
    Views
    1,159

    When you were a lad Doug they never had PPE,...

    When you were a lad Doug they never had PPE, boarded lifts or guard rail, never needed a stair tower to get up the leg either!!!
    That said they never had electric either :)
  23. OK for the hours OB but not for the materials or...

    OK for the hours OB but not for the materials or transport element (divide the 500 by the 0.7)
  24. You should be able to create an excel sheet...

    You should be able to create an excel sheet without too much difficulty to calculate the materials based upon grid size and lift heights, the same logic would apply to access scaffolds.
    It will...
  25. Replies
    7
    Views
    2,904

    I think your main problem with ladder beams (and...

    I think your main problem with ladder beams (and most kit to be honest) will be trace-ability
    There are so many types, 305 c/c 305 O/A Depth, full saddle welds, spade ends not to mention various...
Results 1 to 25 of 500
Page 1 of 20 1 2 3 4

New To Site? Need Help?