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 TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by ramezkamel

  1. ramezkamel

    I am a Professional Engineer and a firefighter in N.Y. City. I have n

    Hi, could someone give me more details on what happens when cutting a pre-tensionned tendon (bonded) ? Will the anchorage region (the new one)'explode' because of the dynamic effect of re-anchoring ? Is there any detailed documentation on this ? on the web, PCI, etc ... Thank you ! Ramez.
  2. ramezkamel

    Critical Stress for Structural Members

    It looks like you are studuying in the uk ?<br>if so, take a look at the BS5950 in the first pages, you have steel grades, and corresponding stresses for each steel grade depending on the thickness of the steel member.<br><br>Usually py = 275, and you should use something around 255 to 245...
  3. ramezkamel

    Technical Papers On Line

    Hi<br><br>i think that you need to change your point of view when studying influence lines.<br><br>When you plot a BMD, you plot bending moment among the x axis. function of the bending moment is only dependant on x (for a given load of course), so M = function(x)<br><br><br>Now, lets make it...
See more

Part and Inventory Search

Back
Top