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  1. #1
    Join Date
    Jul 2002
    Location
    Albany WA
    Age
    83
    Posts
    749

    Default Timber rack - strength.

    I am about to build 2 timber racks, one in my workshop and the other at the back end of my garage. Both buildings are western red cedar weather board on standard, 90mm x 35mm, pine studs all on a concrete slab. The walls in question are 6 meters long with studs at 520mm centres, or therabouts.

    I have a heap of Malaysian hardwood, Durian, 90mm x 30mm, that I picked up at a really good price (free). I propose to use it as the rails to support the timber stock.

    In the workshop I store milled, dry timber no more than 300mm wide. In the garage I store part dried timber, often slabs, up to 600mm wide.

    I am contemplating bolting the Durian to the sides of the studs, each piece with 2 - 6mm black bolts.

    In the workshop the projecting section of each rail will be 400mm with no support apart from the bolts, to allow for front loading and unloading. The rails will be 450mm - 500mm apart vertically on each stud, giving me 4 rows with space underneath for sheet material on edge.

    In the garage, if I were to use the same system, each rail would project 650mm supported only by the 2 bolts at one end.

    Questions:

    Will the rails support the weight of, say, a total thickness of 300mm of timber? My wife would be really happy to go into the garage and find the bonnet of her car crunched under a heap of Sheaok.

    Will the studs carry the load without distorting?

    My existing racks, 2 of them are:

    1) 750mm deep supported vertically at both ends of each rail and requiring loading and unloading from the end, a real PITA.

    2) 300mm deep supported at one end only by screws into studs that have had sections of stud material sistered to them edge to edge with screws. These racks are not deep enough. The effective depth of the supporting studs is 180mm and they just take up all the space than I have.

    They are both in the wrong places and need to be removed.

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  3. #2
    Join Date
    Sep 2003
    Location
    campbelltown nsw
    Age
    66
    Posts
    40

    Default

    how often do you need to get timber out of the racks?? if it's not that often, i would consider some sort of removable brace on the front of the rack to support them. maybe a chain from the roof with a hook or screw in the end of the support. this would let you put more weight on the rack as it would be supported 99% of the time. just un-hook the chain when you need to access the shelf.
    work safe-work smart

  4. #3
    Join Date
    Jul 2002
    Location
    Albany WA
    Age
    83
    Posts
    749

    Default

    That is a great idea. Thanks for that.

    I could add a light rail across the front edge of each level of the rack and provide support with 3 or 4 chains from the roof structure and, at the same time, reduce the hazard of having the arms of the rack just protruding into space where people may walk.

    I now have a digital camera and have learned to use it, so I will photograph the exercise and post pictures from time to time.

  5. #4
    Join Date
    Apr 2003
    Location
    Adelaide, SA
    Age
    88
    Posts
    239

    Default

    Just thinking out loud - but I would not be happy with the chain idea.

    Having something that
    (a) creaked loudly when I started to overload it.
    (b) sagged gently when it start to feel overloaded
    I would find much safer.

    The risk of a major, unwarned of crash when you removed the chains seems a bit too likely. With those chains you could grossly overload the whole structure and not know until too late.

    Put braces under your cross pieces. I know they waste a bit of space (on the shelf below) but they will provide piece of mind. They only need to come out 1/3 the length of the cross pieces.

    I wouldn't worry too much about the wall as long as it is properly attached to roof or ceiling. The end of the garage, if it has a gable roof, might be a concern. A bit of bracing back to the side walls could fix that.

    Cheers
    GeoffS

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