Ideale Biegedrillknickmomente / Lateral-Torsional Buckling Coefficients

capable of carrying out the calculations of lateral­ torsional buckling problems. These programs, how­ To be able to understand the diagrams especially in ever, require additional knowledge of bifurcation and chapter 9 of this book the authors considered it to be eigenvalue problems. Otherwise one has to refer to necessary to offer the non-German speaking reader appropriate tables, diagrams etc. which are known some information. It was not intended to really give a from the literature. Some of which shall be commented literal translation of the German version, but to on briefly in the following: explain why this book was written and how it can be used successfully in practical engineering for both . G. M tiller's "Nomograms" [3] used in the analysis of design and proof computation. To the best of the the problem of lateral-torsional buckling for simply authors' knowledge at present, however, both the con­ supported !-beams, and tables for cantilevered !­ tent and the line of treatment used in this book differ beams subjected to vertical loads are well-known from those of other sources. The intention has been to and widely accepted. fill a gap in the literature that really does exist. . The fundamental literature on "Flexural-Torsional Problems of Straight Thin Walled Beams" [4] by Roik, Car! and Lindner provides in its diagrams 5. 13 to 5.