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The Octagonal-Girder Four-Column Space Frame
This paper presents the analysis of a space frame consisting of a closed octagonal ring supported rigidly on four columns. A solution was obtained in closed form for three types of loading: (a) Uniformly distributed vertical loading, (b) concentrated horizontal (or shear) loading, and (c) linearly varying antisymmetrical (moment) loading. In the derivation it has been assumed that the girder is infinitely rigid in its plane; this stipulation is physically very nearly correct.
The Octagonal-Girder Four-Column Space Frame
This paper presents the analysis of a space frame consisting of a closed octagonal ring supported rigidly on four columns. A solution was obtained in closed form for three types of loading: (a) Uniformly distributed vertical loading, (b) concentrated horizontal (or shear) loading, and (c) linearly varying antisymmetrical (moment) loading. In the derivation it has been assumed that the girder is infinitely rigid in its plane; this stipulation is physically very nearly correct.
The Octagonal-Girder Four-Column Space Frame
Disario, Paul C. (Autor:in) / Podolan, John S. (Autor:in) / Weil, Nicholas A. (Autor:in)
Transactions of the American Society of Civil Engineers ; 121 ; 995-1021
01.01.2021
271956-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Octagonal girder four column space frame
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