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 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: AnaAnt
  • Content: Threads
  • Order by date
  1. AnaAnt

    Defined integral, but one limit needs to be found

    Hi guys! Need a little help couse Mathcad doesnt allow me to deine the integral limit as the unknown. Simple egsample: integral of "x dx" with limits "a=0 and b=5". The solution is 12.5 How to reverse the situation so that a=0, b=unknown and provide the previous result of 12.5? I want Mathcad...
  2. AnaAnt

    Exporting Mathcad worksheet to Excel or as an independent program

    Hi! The title says it all. Im asking this because I would like to give my friend an sheet that I made for designing a RC section. The problem is that he doesnt have Mathcad. Can he somehow use this without the need to instal Mathcad? Thanx!
  3. AnaAnt

    Transportation Engineering Design - Book recommendation

    Hi! Can anyone recommend a good book on this subject. Horizontal aligment design, vertical aligment design, superelevation, parking places... I found few good topics on the internet but I would like to buy a good book. Thank you.
  4. AnaAnt

    Strip footings and residental slabs

    Hi folks! Ive seen this to many times and I was always wondering wich system is "right". Foundation system - strip footings under bearing masonry walls Groundfloor slab - cast over strip footings or between them on compacted fill material. Wich solution is right? Maybe dumb thing to ask since...
  5. AnaAnt

    Subgrade modulus of soil

    Hi! I read few articles and books that describe this soil property. I dont know if this could be even called soil property since its an mathematical model wich tries to imitate soil behaviour under pressure. Anyway the formula as we know it is k=pressure/settlement (kN/m2) / m. As I understood...
  6. AnaAnt

    Beam Raft

    Hi to all. Im looking for some tips on beam-raft design process. Basicly I have few question and would love to get some assistence from more experienced people of this forum. 1) Should downstead beams and slab be poured at once, or is it ok to first cast beams, detail reinforcement overlaping...

Part and Inventory Search

Back
Top