Data for: General formulation of equivalent moment factor for elastic lateral torsional buckling of slender rectangular sections and I-sections

Published: 30 January 2020| Version 1 | DOI: 10.17632/kkdrhp6tsf.1
Djonno Bresser, Pierre Hoogenboom, Geert Ravenshorst


This sheet contains a Tool that can be used to play around with the proposed general formulation in the manuscript and to apply different type of parameters (e.g. loading, span, moments, uniformly distributed loads etc.). In this way, engineers can apply the formulation in a straight-forwards manner. In order to make the sheet work, Macro's must be enabled. After inserting all parameters in the tool, the calculation can be started with the "perform calculation" botton.



Civil Engineering Structure