Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Search results for query: *

  1. lindsaylu

    All Welded End plate connection??

    Ok I've drawn up the detail for the connection... let me know what you think. Factored loading of 70k vertical. 1/2" plate is due to available plate at the facility. http://files.engineering.com/getfile.aspx?folder=a5528de4-4223-4840-a9a9-aa2ff4e6c514&file=end_plate.png
  2. lindsaylu

    All Welded End plate connection??

    I am looking at an existing structure requiring rework for expansion. The connection in question is between a W14X48 beam coming in on a 30deg angle to a W16x65 girder. As this is an existing structure we'll be field welding at heights. The best connection I can come up with is a welded/welded...
  3. lindsaylu

    Draining/limiting depth of lagoon to prevent flooding

    Thanks to everyone for your input. It has been greatly appreciated and very useful! All the best, Lindsay
  4. lindsaylu

    Draining/limiting depth of lagoon to prevent flooding

    Thanks for the help. The grant would be for the construction, not the study... Also, apparently the locals have tried in the past to make a channel directly into the ocean and it has not been a success. I will certainly give you that this might not have been an engineered approach. From what...
  5. lindsaylu

    Draining/limiting depth of lagoon to prevent flooding

    I'm hoping to find some advice for a friend on how to proceed with an infrastructure project in Guatamala. He is volunteering for a group that is hoping to limit seasonal flooding of a village on the coast of Guatamala. The situation involves 2 lagoons. One lagoon drains into the ocean, the...
  6. lindsaylu

    Floating Slab vs. Stem Wall Foundation for Grain Storage bins

    Thank you very much for the posts. They've had a geotech for a previous bin, which will abut this location. They are definitely intending to get a geotechnical report completed, but wanted to know whether this site is a possibility before investing in an expensive report for that location...
  7. lindsaylu

    Floating Slab vs. Stem Wall Foundation for Grain Storage bins

    Just to clarify - this is not a hopper bin - it is a flat bottom. Thanks very much for your input. Does this mean that a stem wall is not a great idea? I am interested in the idea of piers and a cap slab, as well as an irregularly shaped pad. Another question. I'm having a hard time finding...
  8. lindsaylu

    Floating Slab vs. Stem Wall Foundation for Grain Storage bins

    I have been asked my opinion on what seems to be a rather large floating slab. The problem is that I am a steel connection/erection engineer and have little to no experience in the Grain bin foundation field. The bin is 48'(diam)x74'(wall height) with corrugated steel walls (Sukup design)...
Back
Top