EXAMINATION AND TESTING OF CRANE BEAMS OF AN OVERFLOW DAM

EXAMINATION AND TESTING OF CRANE BEAMS OF AN OVERFLOW DAM

The following conclusions were made upon completion of the testing of crane beams: The lowest rigidity is demonstrated by welded beams exposed to temporary mobile loads; the maximal buckling caused by temporary mobile loads is equal to 12 mm, or 1/1,1790 of the span; the rigidity of crane beams of...

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Bibliographic Details
Main Authors: Kholopov Igor' Serafimovich, Zubkov Vladimir Aleksandrovich, Khurtin Vladimir Anatol'evich
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2012-10-01
Series:Vestnik MGSU
Subjects:
crane beam
span
overflow dam
rigidity
testing
examination
Online Access:http://vestnikmgsu.ru/files/archive/issues/2012/7/ru/17.pdf

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