Buckling of a Strut Under a Compression which Varies Discontinuously

Autor:	Jean Drymael
Rok vydání:	1941
Předmět:	Buckling business.industry Plane (geometry) Girder Perpendicular Truss Structural engineering business Compression (physics) Joint (geology) Geology Beam (structure)
Zdroj:	The Journal of the Royal Aeronautical Society. 45:278-280
ISSN:	2398-4600 0368-3931
DOI:	10.1017/s0368393100101373
Popis:	SummaryIt often happens that in a plane truss all joints are not transversely stiffened. If one joint of the compressed girder of a beam is free, the girder is liable to fail by buckling perpendicular to the plane of the truss, between the adjacent joints. The chart given here enables a rapid determination of the critical loading to be made. The compression and moment of inertia are assumed constant along the length of each bay, but may be different in the two bays.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::194c91f5e31b45ed8650f0bd95c4aaf5 https://doi.org/10.1017/s0368393100101373 Zobrazit plný text záznamu