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  • Users: mattkh
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  1. mattkh

    Office Live Load - when to NOT include partitions

    Hey All, I am working on a typical office building with loads based on ASCE 7-10. Regarding the live loads for the upper stories, I was wondering what some of your opinions are. For the typical offices I am designing for 50+15psf, but I am wondering what to do for the corridors. Should I be...
  2. mattkh

    Advice for a College Student - Structural Engineer

    Hello Everyone. I am very new to this forum as I just discovered it a few days ago. Needless to say, this is my first post. Background: Senior in my bachelors degree in civil/structural engineering. Have 1 year left before graduating. Planning on pursuing a MS in structural engineering...

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