Hence, the ultimate limit state design cannot be fulfilled without the stabilizing effect of the secondary beams. Thus, the design according to Equation 6.55 results in 1.65. Under the assumption of a lateral and torsional restraint available at the member's start and end, an ideal critical moment for lateral torsional buckling M cr of 365 kNm is determined in the "Steel Design" add-on in line with the verification according to, Clause 6.3.2. ![]() Stability Analysis Without Considering Secondary Beams According to Clause 6.3.2 ![]() Image 03 - Distribution of Bending Moment My for Load Combination CO1 = LC1 + LC2
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |