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 MintJulep 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. knowseeker1

    saddle design

    what are the last resort when we are designing horizontal vessel containing saddle structure Trial 5: Move saddles to A = 0.2L and saddle angle= 120 and design ring stiffeners in the plane of the saddles if vessel is not stable inspite of using 3 stiffners right over the saddle next step...
  2. knowseeker1

    deflection control of tall cantilever beam

    Thanks Mates for yours precious/valuable suggestion pleasure
  3. knowseeker1

    deflection control of tall cantilever beam

    hello everyone i had one question as follows i am using tall column of 1000 mm and 30 m tall material i am using is austenitic stainless steel type 304 for shell but i am not getting deflection control of 6 ft per 100 inch i had tried increasing the skirt thickness same as my shell thickness...

Part and Inventory Search

Back
Top