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  • Users: Amar Yarli
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  1. Amar Yarli

    Box sections in Marine environment

    Hi, Is it recommendable to use steel box sections in marine environment ? Please give your thoughts and suggestions.
  2. Amar Yarli

    Twist in support beam - Remedies

    Hi, During one of the visits to site we have noticed a problem with the supporting steel work below the load cells for Support Frame. There is a clear visible deflection or twist in the top flange of the supporting beam and is likely to be increased when the vessels are fully loaded. Please see...
  3. Amar Yarli

    Column steps down in size at the baseplate level

    Hi, I am checking a baseplate drawing where the column is stepped down in size at the baseplate connection (image attached) to avoid the requirement for a large moment connection and many bolts. I have not received calculations yet. The steel structure is subjected to seismic and wind loading...

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