Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: VTHokie91
  • Content: Threads
  • Order by date
  1. VTHokie91

    Wetted Area

    Greetings. I am consulting with a local company that stores and spreads biosolids. My survey crew did the field work on a storage lagoon and has provided me with contours. Using that information, I had no problem developing a stage-storage curve for the lagoon. But the liner is nearing the...
  2. VTHokie91

    level lateral load and seismic base shear

    I need some advice and clarification. I am working on a large concrete box, rectangular in plan, with a rigid diaphragm roof and precast walls. There is a small office mezzanine, bearing in a corner on exterior walls for 24' in each direction. There are interior columns supporting a ridge...
  3. VTHokie91

    Seismic Base Shear

    I am working on my first precast big box. As big boxes go, it's not that large, at 120' by 160'. I am getting significant pushback from the wall supplier, in that the base shear quantity that I have provided is "an order of magnitude too high". I have attempted to follow ASCE 07 in...

Part and Inventory Search