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Stress analysis of Vierendeel girder by determination of zero points of moments
Referring to method developed by K.LJUNBERG, location of zero points is determined so that girder can be treated as statically determinate system.
Stress analysis of Vierendeel girder by determination of zero points of moments
Referring to method developed by K.LJUNBERG, location of zero points is determined so that girder can be treated as statically determinate system.
Stress analysis of Vierendeel girder by determination of zero points of moments
Die Berechnung eines Vierendeeltraegers durch Bestimmung der Momenten-Mullpunkte
Kuenkler, A. (author)
Bautechnik ; 27
1950
3 pages
Article (Journal)
German
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