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Recent content by isep2008

  1. isep2008

    Deflection on structure

    Hello I was calculating it as a solid. I've done it as a tube and it seems fine to me. Thank for your opinion
  2. isep2008

    Deflection on structure

    Factor of safety=4 P=Yield strengh=335Mpa/4=83.75Mpa F=1000/4=250kN P=F/A From this calculation I've obtained 60mm diameter. I looks small to me but I can't justify a larger one. I wonder if the columns that I've checked on the net are made of tube?
  3. isep2008

    Deflection on structure

    Thank you guys I have consider your helps and I think it went well. At least based on what Solidworks said ;) I did the calculations for the top beams and I had to reforce it with some crossed beams. Now I have another problem. I have to replace the four vertical beams for four round columns...
  4. isep2008

    Deflection on structure

    Hello everyone I need your help for the calculations of this structure (see picture). I have dificulties on interpretate the effords on the beams. From where should I start? Thanks
  5. isep2008

    Calculate thickness of a plate

    Can I do the calculation like I do with a beam? Or is there any special method?
  6. isep2008

    Calculate thickness of a plate

    Hello I'm designing an hydraulic press. Does anyone know how to calculate the thickness of the bottom plate? The plate is 1.5m x 1m and its locked in x direction by two guides so I guess its an hyperstatic sistem Thanks for your help
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