Jump to content
  • Announcements

    • Rahul Ponginan

      Please click here for a short but important announcement   03/26/17

      Dear Users Our Commercial and Academic users around the world can use these same forums here as before i.e. the Altair Support Forum , Commercial users from India with solver queries can go to the Solver Forum for India Commercial Users , Academic Users from India and AOC India Participants are requested to go to the Forum for India Academic Users and AOC India Participants , We will be tending to all queries in all the forums promptly as before, thank you for your understanding. 
    • Rahul Ponginan

      ユーザーフォーラムについて   10/22/17

      アルテアエンジニアリングでは、弊社製品や技術について、ユーザー様同士がオンラインで情報交換できる場所を提供しています。 日常業務の中で起こるさまざまな問題の解決や、他ユーザー様との技術交流を図るための場として、お客様の環境に合わせてご活用ください。

kavya

Members
  • Content count

    3
  • Joined

  • Last visited

About kavya

  • Rank
    Newbie

Profile Information

  • Country
    India
  • Are you University user?
    Yes

Recent Profile Visitors

486 profile views
  1. buckling analysis of plate

    thank you sir
  2. buckling analysis of plate

    hello sir, thanks for quick reply. here i attach error description file, am new to hyperworks, thanks for help.
  3. buckling analysis of plate

    hello sir, i created a plate in optistruct, meshed it with only quads, assigned material and property. created load collectors spc,load and buckling with buckling card image as eigrl and remaining with no card image. created forces and constraints and also load steps with linear static analysis spc and load, for buckling analysis method struct,spc and staticsubcase. and then carried analysis, am getting error 14, please help, forgive me if its a silly doubt thankyou
×