"hatice.mert":3kkt307q" said:hello, I can't see any error in the modeling, but rigid diaphragm is not created in D05 AND D10 tiles. Even though I choose create rigid diaphragm from the static dialog, it is not created in this section and after the analysis it seems empty. what can you help me?
Hi, extra knot in K109 beam enter data in such a way that it does not occur. The slab analysis will be done correctly. You will not encounter such problems as the object division logic has changed since version 8.5. Other determinations; -The upper rigid basement floor number is incorrect. The floor number has been entered as zero. According to your project, you accept the ground floor and the floors below as rigid. However, there are no perimeter curtains on the ground floor. -In order to solve the stairs by connecting them to the floors, analysis should be done according to the semi-rigid diaphragm method. 1 Empty edges are arranged as fixed support. Do not define support on empty edges. -Part of the basement perimeter curtain of the basement floor P103 is not connected to the foundation, the bottom remains empty. -It would be appropriate to model the elevator shaft without leveling the curtain and foundation."hatice.mert":3kkt307q" said:http://dosya.co/mbhoe4qxtdre/185-25.ide7.html
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