A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Torsion phenomena of straight, double symmetrical steel I-beams and buckling of such beams when supported
In first part of this work it is shown how torsional resistance of I-beam can be considerably increased by special system of stiffening or by arrangement of strut; in second part, method of increasing buckling load by means of struts is described.
Torsion phenomena of straight, double symmetrical steel I-beams and buckling of such beams when supported
In first part of this work it is shown how torsional resistance of I-beam can be considerably increased by special system of stiffening or by arrangement of strut; in second part, method of increasing buckling load by means of struts is described.
Torsion phenomena of straight, double symmetrical steel I-beams and buckling of such beams when supported
Drehungsvorgaenge und gebundene Kippung bei geraden, doppeltsymmetrischen I-Traegern
Nylander, H. (author)
1943
199 pages
Article (Journal)
Swedish
© Metadata Copyright Elsevier B. V. All rights reserved.
General equations of torsion-buckling of steel beams with double symmetrical cross section
| Engineering Index Backfile | 1959
Torsion, bending and buckling of steel beams
| Online Contents | 1997
Torsion of straight rectangular beams
| Engineering Index Backfile | 1954
Torsion, bending and buckling of steel beams
| British Library Conference Proceedings | 1995
Buckling and Torsion of Steel Unequal Angle Beams
| Online Contents | 2005