Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross 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. Shu Jiang PEng SE

    What is the work experiences requirements for SE in Nevada

    I am a licensed PE in Michigan and Ontario. I also passed the NCEES SE exams and am planing to apply SE certificate with Nevada. Anyone know what the work experience requirements are? Thanks in Advance.
  2. Shu Jiang PEng SE

    What should I do

    I am a licensed professional engineer with Ontario Canada and michigan USA, I passed necessary structural engineer exam. I live and work in Canada and am preparing ncees record. I was asked to provide five licensed professional engineer in USA. I do not know so many people with USA PE license...
  3. Shu Jiang PEng SE

    How to get a SE license

    I got my bachelor and Master degrees in China, and got another Master degree in Canada. The major are mining, structural mechanics and civil engineering respectively. I passed the NCEES SE (building) exams in 2011 and am planning to apply for a SE license. However, I have to make two things...
  4. Shu Jiang PEng SE

    Plane frame stability analysis considering pdelta effect

    I am trying to verify the example 3.1 given in "AISC Steel design guide 28-Stability of steel buildings". The member sizes, basic load cases and load combinations in my model are same as those in the example. The member internal forces derived from the analysis are very similar as those given in...
  5. Shu Jiang PEng SE

    FEA verification: Uniformly loaded circle plate (simply supported at the edge)

    A 0.5” thick and 40” diameter circle plate is simply supported at its edge and the uniformly is 5psi. The maximum stress of the plate from ANSYS is verified with theoretical solution ((formula is from p.141, Strength of materials, part II, advanced theory and problems, second edition, by S...
  6. Shu Jiang PEng SE

    Discussion1 FEA and theoretical difference: Bending of a long uniformly loaded rectangular plate

    A rectangular plate is simply supported along the two short edges, the plate length is 45” (width is randomly set as 6”) and thickness 3/8”, and the uniform distributed load is 10psi. The maximum membrane (tension) stress and bending stress of the plate from ANSYS is verified with theoretical...

Part and Inventory Search