Truss Joint with Positive Eccentricity Experimental Research
2017 ◽
Vol 25
(2)
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pp. 107-123
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Keyword(s):
The Real
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Abstract Due to the technological reasons in modern lightweight steel trusses, fabricated from cold-formed sections, positive eccentricities appear in the truss nodes what induce additional forces in the truss chords. To account for the real load-carrying capacity of truss node area the steel structure research in scale 1:1 were conducted. The experiments consisted of two parts: preliminary and proper one, when conclusions from the first part were applied. Carrying out preliminary studies helped to identify of the research station drawbacks and eliminate most of them, what ensure the appropriate research results. The initial numerical analysis were also conducted what was presented in the paper.
2010 ◽
Vol 16
(3)
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pp. 352-362
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2011 ◽
Vol 71-78
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pp. 898-902
2014 ◽
Vol 79
(696)
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pp. 323-329
Keyword(s):
2013 ◽
Vol 438-439
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pp. 706-710
1974 ◽
Vol 40
(332)
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pp. 1211-1221
Keyword(s):
2012 ◽
Vol 446-449
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pp. 395-399
2012 ◽
Vol 16
(5)
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pp. 121-128
Keyword(s):
2007 ◽
Vol 56
(10)
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pp. 977-984
Keyword(s):