Post-buckling strengh of wide-flange beams
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Post-buckling strengh of wide-flange beams by George Chao-chi Lee

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Published in [Bethlehem, Pa.] .
Written in English

Subjects:

  • Girders -- Testing,
  • Buckling (Mechanics)

Book details:

Edition Notes

SeriesFritz Laboratory reprint, no. 195
ContributionsGalambos, Theodore V,
Classifications
LC ClassificationsTA660 B4 L4
The Physical Object
Pagination59-75p.
Number of Pages75
ID Numbers
Open LibraryOL17083480M

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In engineering, buckling is the sudden change in shape of a structural component under load such as the bowing of a column under compression or the wrinkling of a plate under a structure is subjected to a gradually increasing load, when the load reaches a critical level, a member may suddenly change shape and the structure and component is said to have buckled. Example - A Column Fixed in both Ends. An column with length 5 m is fixed in both ends. The column is made of an Aluminium I-beam 7 x 4 1/2 x with a Moment of Inertia i y = in Modulus of Elasticity of aluminum is 69 GPa (69 10 9 Pa) and the factor for a column fixed in both ends is The Moment of Inertia can be converted to metric units like. Esdep Offshore Structures General Introduction - Free ebook download as PDF File .pdf), Text File .txt) or read book online for free. Scribd is the .