Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • 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: *

  • Users: FMPJ
  • Order by date
  1. FMPJ

    Limit state checks for a steel angle bearing connection design

    Many thanks @ProgrammingPE!!
  2. FMPJ

    Limit state checks for a steel angle bearing connection design

    thread507-470861 I've worked out an exercise in regards seated angle / shelf angle and I found out relevant info published and discussed on eng-tips as link https://www.eng-tips.com/viewthread.cfm?qid=470861 There is a screenshot added by PROYECTOR that seems to demonstrate relevant content -...
  3. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Yes that’s right BA. Those compound sections known as “Composite Slimfoor Beams” are a cost-effective shallow floor construction solution ideal to minimise floor depth. I’m based in Europe and those members are very common in car parks multi-storey, hospitals.
  4. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Typical application shown on screenshot below.
  5. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Retired13 & BAretired glad to read your comments and the knowledge sharing is a key for growth. OP’s formula is assuming elastic analysis which makes sense to me because when welds are tested, they behave in a relatively brittle fashion – at least they are not as ductile as the plate. Best...
  6. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    You’re welcome BAretired! Thanks for you explanation! Screenshot below it’s not the OP, but it’s using the same principle, is it correct BAretired?
  7. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Thanks for your answers folks. I’ve got the following answer from a Boss. “The maximum tension in the plate is 1437 kN, at midspan. So we know the maximum longitudinal force. This longitudinal force must be transferred between the plate and member. This is clearly conservative, as perhaps the...
  8. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Thanks for your response BAretire. I don't understand when you say, " The average is Fmax/(L/2) = 2Fmax/L. The maximum longitudinal shear in the welds is 4Fmax/L at the support varying linearly to 0 at midspan." Any other way to explain this please? Thanks for your help.
  9. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Thanks for your response Kooth. Following your answer we can say both equations are similar, is it correct?
  10. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Thanks for your response Captain. The doubt still remains because on the web-page provided by yourself the longitudinal shear appears as shown on screenshot below. And on the initial screenshot (original question) the equation is considering vertical shear equalised to maximum normal force...
  11. FMPJ

    Longitudinal Shear Flow on Elastic Stress Distribution

    Hi Folks, Anyone could please explain the principle shown on above screenshot. I'd like to understand the relationship between the maximum longitudinal shear and maximum plate tensile resistance when assumed elastic distribution stress. Thanks for your help. Best Regards, JPMF
Back
Top