Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stability of torsionally rigid framework web members, particularly round steel bars
By considering truss web members as chord-hinged, equations are derived describing buckling conditions of various web member systems, and solved using tables for calculation of buckling published by German Steel Construction Assn; diagrams show collapsing lengths of round steel web member systems depending upon type of joint, angle of inclination, and tension-to-compression stress ratio.
Stability of torsionally rigid framework web members, particularly round steel bars
By considering truss web members as chord-hinged, equations are derived describing buckling conditions of various web member systems, and solved using tables for calculation of buckling published by German Steel Construction Assn; diagrams show collapsing lengths of round steel web member systems depending upon type of joint, angle of inclination, and tension-to-compression stress ratio.
Stability of torsionally rigid framework web members, particularly round steel bars
Zur Stabilitaet von torsionssteifen Fachwerkfuellstaeben, insbesondere aus Rundstahl
Resinger, F. (Autor:in)
Stahlbau ; 32
1963
5 pages
Aufsatz (Zeitschrift)
Deutsch
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