![]() ![]() Image 02 - Design Without Stabilization Design with Stabilization on Upper Chord The critical buckling moment is only 72.61 kNm here, and this value is confirmed by common formulas from technical literature. ![]() The design can be carried out with the standard settings (single-span beam with lateral and torsional restraints) of the RF‑/STEEL EC3 add-on module according to the German National Annex, and is not fulfilled. Image 01 - System and Loading Design Without Stabilization ![]() The cross-section of the single-span beam is an IPE 400 made of S355. A single-span beam with a length of 15 m is given. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |