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: *

  • Users: jossaad
  • Order by date
  1. jossaad

    lateral displacemnt limit in case of a mobile gantry

    Hello, I m wondering what is the limit of lateral displacement of a portal in case we have a mobile gantry. In my case, the nominal capacity of the gantry is 6 Tons. So shall I take 1/200, 1/500 or 1/ 1000 ? Many thanks (sorry for my poor english)
  2. jossaad

    TILT SWAY DEFINITION for MATS PYLONS

    Hello, Anybody can help me! I would like to have a clear definition of the TILT, SWAY conditions related to a SELF SUPPORTED PYLONS or MATS. In other words what is the meaning of 2° of TILT and SWAY? (what is the difference) I m a little bit confused. Many thanks
  3. jossaad

    FRICTION and TENSION, what is the link

    Dear DWHA. I appreciate ur answer and I start having an idea how to deal with my case. By the way, may be I will ask u a favor is to give me this example with refrences then i can be sur I m not making mistakes. But please feel free to do it or not. no pb. Many many thanks
  4. jossaad

    relation between friction due to pressure and torq moment on bolt

    many thanks Ron. I actually have 15 mm gap. may be i shuld rise it to 2cm. why not
  5. jossaad

    relation between friction due to pressure and torq moment on bolt

    Dear rb1957 After googling PCD I got it. Sorry for that actually is simple but as I m not familair with english vocabulary.... sometimes it appears I have nothing to do with structure design :-) Nevermind, It makes me laugh. Your reasonning is good. I will check further about the hoop...
  6. jossaad

    FRICTION and TENSION, what is the link

    Hello gents, Sorry for my poor English, I will do my best to describe my case I have to resolve. I have a steel bracket devided by 4 pieces I need to tighten them around a concrete column (diameter 2.5m). The 4 parts are bolted to one another by 6 bolts. The height of the bracket is 0.6m Each...
  7. jossaad

    relation between friction due to pressure and torq moment on bolt

    Hello everybody and really thank you for ur support. What I igore is this formula about Hoop load, would you please expand or give me a site explaining it. Also, I do not understand "R = radius of ring (of the bolts to be fussy) " !!! why you take the radius of the bolt to clarify my case ...
  8. jossaad

    relation between friction due to pressure and torq moment on bolt

    Dear Tbuelna, I appreciate your clear reply. Actually I totally agree with your analysis. However the point I have no idea about it is how to be sure that the friction is maintained. In other words, how can I assess the tension on the bracket by tightening bolts to ensure the friction? Also...
  9. jossaad

    relation between friction due to pressure and torq moment on bolt

    Hello gents, Sorry for my poor English, I will do my best to describe my case I have to resolve. I have a steel ring devised by 4 pieces I need to tighten them around a concrete column. The 4 parts are bolted to one another (say 6 bolts between each part). The height of the ring is (say) 500...

Part and Inventory Search