Base tipping moment of construction with different diaphragms

ytu_ytu

New Member
Hello; In the attached project, in the post-analysis controls of the building whose basement floors and all normal floors are separated, calculations are made together in the control of TBDY 2018 article 4.3.2.4.b, although there is no beam connection between the curtains in the horizontal direction. Is it possible for you to have a look, please?
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Hello Curtain overturning moment controls are not performed separately for each dilatation. You can separate your project with dilatation and solve it in different projects. If you want to continue with your current project 4.3.2.4. Assuming that the conditions of items a and b are not met, to stay in the safe direction, you can check the "apply 4/5R" option for both directions in the Analysis Settings/TBDY Options tab and perform the analysis. You may not tick the option "Apply 4.3.2.4 to all curtain wall systems" in the "Analysis Settings dialog" so that it does not give a warning in the project error detection list.
 
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