A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Zur Berechnung von durchlaufenden Stahlpfetten in geneigten Daechern nach dem Traglastverfahren
Calculation of continuous steel purlins in sloping roofs using ultimate load method; carrying capacity of purlins subjected to combined bending about x and y axes is investigated for cases where one or two tie rods are fastened to center of span and to point at one-third length of span; new formulas derived assure safety against overturning of purlins until ultimate load is reached, and allow using 20% lighter purlin sections than conventional methods.
Zur Berechnung von durchlaufenden Stahlpfetten in geneigten Daechern nach dem Traglastverfahren
Calculation of continuous steel purlins in sloping roofs using ultimate load method; carrying capacity of purlins subjected to combined bending about x and y axes is investigated for cases where one or two tie rods are fastened to center of span and to point at one-third length of span; new formulas derived assure safety against overturning of purlins until ultimate load is reached, and allow using 20% lighter purlin sections than conventional methods.
Zur Berechnung von durchlaufenden Stahlpfetten in geneigten Daechern nach dem Traglastverfahren
Zur Berechnung von durchlaufenden Stahlpfetten in geneigten Daechern nach dem Traglastverfahren
Vogel, U. (author) / Pelikan, W. (author)
Stahlbau ; 35
1966
7 pages
Article (Journal)
German
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