Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep 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: *

  1. cariboo

    Railroad Surcharge

    another important thing is the ground borne vibration induced by the trains over this embankment.Of course we are talking about dynamic surcharge(conventional and high speed trains).
  2. cariboo

    Disign of rock slopes: opinion!

    Is there a relation or correlation between RMR and Factor of safety? or what's the best way to "build" a new design? We have 10m of wheatered rock covering a intact bedrock. So, what's is your opinion: how can i design a new slope with a good factor of safety? and which parameters should i use...
  3. cariboo

    live loads

    Dear CDS72, Of course we have an specific area!!!!And we've solved the problem. Thanks for your help!
  4. cariboo

    live loads

    In fact, I'll check this information because 20T is approx 400kN/m2 and this live loading will moving on the slab!!! So, 35kN/m2 to slab (approx-40m x 40m)-(dead load) and 20T (two points of load and the distance between them is around 2.4m)...but do you know how any software?
  5. cariboo

    FEM to simulate settlement induced by live load + dead load

    Dear all, Do you know a sofware (FEM) to simulate settlement induced by dead load + live load? or How can i calculate Settlement for these situation?
  6. cariboo

    live loads

    How can i calcutate a live load for a 20T loading shovel? The constructor wants to use crane a and shovel over a slab in two points of load each one with 10T. This points of loading will be separate 2.4m. It will be 35kN/m2 + 20T (this 20T is live load). How can i estimate a settlement for this...

Part and Inventory Search

Back
Top