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  1. slipstick50

    Grain Bins and Silos, Filling and Emptying At The Same Time??

    We are working with more large and small diameter grain bins and silos that are being filled and emptied at the same time at high rates. One current project will be filled at 20,000 BPH continuously and emptied, starting and stopping at 40,000 BPH.... What do other designers use of over...
  2. slipstick50

    ACI 318-08 and work stress alternate design methods

    Under the new 318-08 is the old alternate design method using working stress design permitted, For simple quick design and checks, we would like to still utilize work stress design.. slip
  3. slipstick50

    New Partner or Selling an Existing Consulting Engineering Business

    We have a successful 25 year old consulting engineering business providing engineering services for bulk materials handling, storage and processing structures, equipment and systems. Projects involve bins, silos, towers, conveyors, process equipment, etc. Since we are located in a small north...
  4. slipstick50

    Construction bracing steel structures during erection

    Does anyone have suggestion regarding published standards on temporary bracing for steel structures during erection work.. r
  5. slipstick50

    Grain Storage Corrugated Steel Bins and Mill Issues

    We want to discuss grain bin foundations, soil bearing, bin walls, bin wall vertical stiffeners, roofs, roof and equipment loads, operation, maintenance, use and abuse. Has anyone notices foundation settling and tipping in execess of soil testing report predictions?? r
  6. slipstick50

    Combine, Tractor, Skidsteer Loader fires and failures

    Are there people on this site interested in sharing and exchaning fire and failure information on agricultural and industrial equipment??
  7. slipstick50

    Galvanization and Repair of Corrosion, Harbor Site

    We could use the forum's help in locating an "Expert" regarding galvanization, white rust (shipping), and it's treatment and repair at a harbor location, sea air, etc.. A Chicago area expert would be great! An recommendations regarding who to speak with would be welcomed. rod
  8. slipstick50

    drill-in wedge anchor design for vibrating tension loads

    For vibrating tension loads on drill-in anchors (redhead or kwikbolt) what type of safety factor should be used... r.

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