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sizing clamps for puller

  • Thread starter Thread starter gil
  • Start date Start date

gil

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Hi.
I would like to ask you some suggestions for the sizing of the clamps of a tie. We start from the situation below.
picture.php
the size of the shutter is set (diameter 12mm), as well as that of the fixing plate. I have to check only the clamps, how do I have to make sure that the hypothesized ones have the correct size and shape? to what norm should I refer to? in particular what worries me at the distance indicated with the question mark.
thanks to all those who want to answer.
 
It must be seen where and how dyes are used to determine whether they fall within a particular norm or directive. for calculation it is definitely a compote stress (in addition to the clamp it is necessary to calculate the bolt to verify the resistance to the cut or recision and bending). Also in case of particularly heavy use you could perform a fea simulation analysis, a similar example in the attached image (click to view the video).
 
Last edited:
where: steel hanging structure
how: connect the cover putrelles, from angle to angle. Imagine seeing the structure in the plant, it is a square on the side 5 meters. the tie rods are the two diagonals. In short, the most banal and common case possible, do not imagine who knows.
 

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