Recent content by forexpipz

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    Column buckling answer confirmation

    Disregard my last post. I used the wrong formula for A and K. Now I am on it. Its around 5.9 m off the top of my head.
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    Static engineering v -- stress/buckling

    Wrong formula The least second moment of area I about the xx axis is not what you stated so your value is incorrect. I get L = 5.236389088 m
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    Column buckling answer confirmation

    I'm almost certain that the column length is 5.236389088 m.
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    A Beam of rectangular cross section 200mm deep and 100mm wide

    Homework Statement Please visit my flickr link for a scanned image of the problem statement. http://www.flickr.com/photos/93763273@N05/8815418518/lightbox/ Homework Equations M/I = σ/y = E/R This is the flexure or bending formula. The Attempt at a Solution a) = 8.333 kN...
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    Statics Engineering Problem Involving Beams

    Homework Statement Here is a flicker link. http://www.flickr.com/photos/93763273@N05/8750975006/sizes/l/in/photostream/ Homework Equations The Attempt at a Solution Here is the link to my solutions...
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