A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stability against tipping of straight I-beams of doubly symmetrical cross-section
Mathematical treatment of situations considered is based on Kirchhoff-Clebsch equilibrium condition; certain special conditions discussed. Eng Soc Lib NY. (See also - 4.80 rm)
Stability against tipping of straight I-beams of doubly symmetrical cross-section
Mathematical treatment of situations considered is based on Kirchhoff-Clebsch equilibrium condition; certain special conditions discussed. Eng Soc Lib NY. (See also - 4.80 rm)
Stability against tipping of straight I-beams of doubly symmetrical cross-section
Forschungshefte aus dem Gebiete des Stahlbaues, ed. by Deutscher Stahlbau-Verband, Berlin. Heft 2. Die Kipp-Stabilitaet Gerader Traeger mit Doppelt-Symmetrischem I-Querschnitt
1939
63 pages
Diagrams, Charts, Tables
Book
German
© Metadata Copyright Elsevier B. V. All rights reserved.
Dynamic analysis of elastic plates reinforced with beams of doubly-symmetrical cross section
| British Library Online Contents | 1999
Compares curved and straight beams of rectangular cross-section
| Engineering Index Backfile | 1935
| Engineering Index Backfile | 1924
ON COUPLED BENDING-TORSION RESPONSE OF STRAIGHT BEAMS WITH CONSTANT CROSS-SECTION
| British Library Conference Proceedings | 2005
General equations of torsion-buckling of steel beams with double symmetrical cross section
| Engineering Index Backfile | 1959