Gives analysis error in sloping flooring solution

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bakil

New Member
I defined sloping reinforced concrete slab, but when I solve it as semi-rigid, it gives an analysis error, there is no problem in geometry control, why is the project attached
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Hello, when you change the elevations of D84, D85, D71, D73 and D68 Floors from -400 to -405, analysis can be performed. K70 and K72 beams worked like cantilevers. In order to support these beams to the K60 beam on the lower floor, the K60 beam was divided and joint points were created on the beam. The project is attached.
 
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