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  1. nymous

    Tolerances for Anchor Rods Holes

    Does anyone know about tolerances for specified holes for anchor rods? I mean, if on shop drawings is specified a diametre for holes, what is the tolerance (in diametre) for making them? Any reference that adresses this item? Because AISC recomends diametres of holes depending on anchor rod...
  2. nymous

    Bolt Hole on CJP weld line

    I need some sources or references to sustent my position in order to reject a steel member which has a shop welded splice with a bolt hole located on the line of welding. The joint is a CJP and is joining WF shapes. Thank you in advance for your help. Regards. Nymous.
  3. nymous

    MK217B-1 steel column

    It seems to be a erection mark instead of being a steel section. Regards.
  4. nymous

    Sealed calculations for connection design

    In my case, I have peformed many calculations for steel connections, and then I submit the calculations for the EOR review and approval. But at the time that EOR approve shop drawings, he statements that his approval DOES NOT relieve the fabricator for his errors in DESIGN and DETAILING of...
  5. nymous

    Structural Steel Design -ASD

    I am agree with QShake. I finished university at 1996 and started to work in design with structural steel at 2000. I can say that NEVER have used the LRFD method in spite of learning LRFD at the university. And I had to learn by myself the ASD method. Regards.
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