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Thread: spurs/pickups: tension & compression

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    Default spurs/pickups: tension & compression

    I've posted this in the study group but it seems a bit quiet.

    When using spurs to pick up a cantilever from above,

    Am I right in saying that the spurs should be laced in compression ( doubles outside\inside)

    And from below, laced in tension (doubles outside/outside)

    Its just that it seems some scaffs seem put them on wherever is easiest, unless I'm wrong?

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    draw a picture.. im confused...
    I like to play with long pipes...

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    AshReactive (24th June 2014)

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    Surely, Rakers/spurs from above the supported lift would be under tension and picking up from below under compression? The Tubes & fittings. As for fittings outside or inside of the Aberdeen or bridal transom which ever is easiest/practicable given the constrainst of the job or habbits. Think a designer would say it makes no difference. Just put your checks on the right side! Think weve all seen a few jobs with checks doing bugger all

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    frederik (14th June 2014)

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    Dont u mean supplementry couplers lol

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    marra watson (11th June 2014)

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    Yea the spurs from above would be in tension, there for they would be laced in compression so that its pulling back

    ---------- Post added at 10:24 PM ---------- Previous post was at 10:11 PM ----------

    Probably doesn't matter either way, if it fits in the textbook way then I'll do it that way.

    Often get questioned why I'm lacing it the way I do lol.[COLOR="Silver"]
    Last edited by paulscaff1; 10th June 2014 at 09:29 PM. Reason: did same post twice by mistake

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    Quote Originally Posted by southernpoofter View Post
    Dont u mean supplementry couplers lol
    yeah i always bang a few of them too, when i'm lacing my spurs???

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    Quote Originally Posted by bluescaff View Post
    Surely, Rakers/spurs from above the supported lift would be under tension and picking up from below under compression? The Tubes & fittings. As for fittings outside or inside of the Aberdeen or bridal transom which ever is easiest/practicable given the constrainst of the job or habbits. Think a designer would say it makes no difference. Just put your checks on the right side! Think6ger all
    Thats wot i ment lol

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    Kind of the same thing when talking about plan bracing beams. Always inside to outside for compression I was taught.

    Can alan reade confirm if it matters which way?

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    Complected malarky this old scaffolding game , now i have to worry about compression and tension and supplementary fittings
    #scafflivesmatter

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    frederik (11th June 2014)

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    Rather than in side out on spurs isn't it on top under Neath ??

    Quote Originally Posted by philliosmaximus View Post
    Complected malarky this old scaffolding game , now i have to worry about compression and tension and supplementary fittings
    U not taking supliments to keep up wid Weil shy lol
    GOD MADE SCAFFOLDERS SO BRIKIES COULD HAVE HEROES

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