Detail of this Session
Buckling Analysis
Title
Euler Buckling Analysis of a pin-ended column
Description
A column with both ends pinned has to be checked for buckling instability
i) Find out the buckling mode shapes,
ii) Find the critical buckling compressive load on the column
Assume Column to be an I-section i.e. a Universal Column UC 203x203x60. The
material of the column is S355 as per Eurocode. Height of the column, L= 5 m.
Vertical Load acting on the column, P= 1000 kN.
Presentation Slides
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Speaker : Arun Sharma Category : Building Software : midas Gen Date : 2014-04-24 |