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  1. ekotek2004

    Technical design tables for German steel profiles?

    here is the link for European profiles from Archelor regards, http://www.4shared.com/file/33026175/8fdf9bc8/EU_profiles.html?dirPwdVerified=fb5fbe7c
  2. ekotek2004

    Intermittent Fillet Welds D14.1

    on the otherhand pls. find eurocode 3 it is very usefull for this type of weld
  3. ekotek2004

    Intermittent Fillet Welds D14.1

    ansi-aws d1.1 2006 2.11.2 2.11.2 Maximum Spacing of Intermittent Welds 2.11.2.1 General. Except as may be provided by 2.11.2.2 or 2.11.2.3, the maximum longitudinal spacing of intermittent welds connecting a plate component to other components shall not exceed 24 times the thickness of the...
  4. ekotek2004

    minimum reinforcement for piles

    in my opinion we can use min. rein. for columns in our codes %0.8 or %1 is enough i think important question is what percenrage is max.? i think we can use max. %2 percantage or we have to use bigger pile
  5. ekotek2004

    Shear Wall Modeling. Which one is Correct?

    Alirezai this problem depends on the which software you use so pls. take care about your fea softs. capabilities your fem model is very important to gain the real behaviour of your structure
  6. ekotek2004

    Can Robot millennium for concrete buildings??

    i agree with csd72 robot is really not user friendly i prefer other software for you project for exammple : csc orion , risa3d, etabs etc.
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