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  1. #1
    Since I've just had my structural analysis exam today I had vowed not to do any more calcs for at least a week........:nope:

    So use this site http://www.engineeringtoolbox.com/be...on-d_1312.html

    use the metric option Beam Supported at Both Ends, Load at Center

    q= load = mass x gravity (25kg x 9.81= 245.25N) add the weight of the carrige as well
    l = length in mm
    I= moment of inertia = pi times r^4/4 = 19174.76 mm^4 (for a circle)
    E= modulus of elasticity (find out from supplieror or use 200000 N/mm^2 for steel )
    y= radius (25mm)12.5mm (thanks Irving)

    This is only for a simply supported beam so will be worst case, If the supports are nice and solid then you could go for a fixed beam. I'll have to digg out the formulas and do an excel sheet for all the options.

    I think most of this is correct, my brain is pretty fried at the mo tho:heehee:

    Good luck
    Last edited by Ross77; 08-05-2010 at 12:19 AM.

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  3. #2
    Quote Originally Posted by Ross77 View Post
    I'll have to digg out the formulas and do an excel sheet for all the options.
    If you would Ross that would be great, i would like to add that to the site as a feature. Its also a question i get asked quite often on ebay.
    .Me

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