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Recent content by mattkh

  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

    Everyone--Thanks again for the great advice. I do live in Texas right now but am open to go wherever my career takes me. As far as my passion in structural engineering, I am not entirely sure. I do enjoy using structural engineering software (RISA, SAP, etc), structural dynamics, and seismic...
  3. mattkh

    Advice for a College Student - Structural Engineer

    Thank you everyone for your kind, honest, and helpful advice. MainMan10--I've interned at a couple of places. I've worked on the field, in a geotechnical lab, in an asphalt lab, in a concrete lab, and am currently doing structural analyses at a blast engineering firm. I am trying to get some...
  4. 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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