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  1. razanvd

    Repair Method - structural column

    A 10x10x0.25 HSS Building column with 35'high ceiling got a forlift impact about 2" from the bottom floor which caused an approximately 6" dia dent (caved in) on one face while adjacent face bulged about 1" out, see attachment. Could some one advise me the best possible method to fix this? Thanks
  2. razanvd

    TOWVEYOR CART DESIGN

    I have been asked to design a self disengagement system for a tow cart on a towveyor line where tow cart pin is required to disengage from towveyor line everytime there is an impact. Any help or input in this regard would be greatly appreciated.
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