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...
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...
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...
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...