Webinar: AISC 360-16 Steel Member and Warping Torsion Design in RFEM (USA)

Content:
- Overview of updates to RF-STEEL AISC
- Steel member design per AISC 360-16
- New add-on module RF-STEEL Warping Torsion
- Steel warping torsion design per AISC Design Guide 9

More on Dlubal Software Website:

Watch our webinars and videos to improve your knowledge of Dlubal software and find new ways to work more efficiently.

Did you find this video helpful?
► Let us know in the comments if you like this video.

E-Learning videos:

Take advantage of our free support. Do you have any questions?

Follow us and stay up to date:

Keywords
#DlubalWebinar #StructuralAnalysis #StructuralAnalysisSoftware #Dynamic #DynamicAnalysis #Design #EC #Eurocode #BIM #BuildingInformationModeling #CAD #FEA #FEM #FiniteElements #SteelMember #SteelDesign #AISC #AISC360 #WarpingTorsion #SteelConstruction #Steel #Stress #WebinarOnDlubalSoftware #Webinar #DlubalTutorial #Construction #StructuralEngineering #CivilEngineer #StructuralDesign #StructuralEngineer #DlubalSoftware

[dejanmatic]

Hi. We can take into account normal forces due to second order warping torsion analysis just like superpositons of stresses, but can we fully coupled flexural second order effect(due N force) with lateral torsional second order effect? I want to say, when we have normal force, we will have adition displacement in direction of Z axes(because of imperfections), and that will give more esccentricity for torsional moment, also vice versa if we have ltb it will affect flexursl buckling.