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Turkish Hello friends, my first drawing in idecad, my building importance is 1.5 and I want to solve the structure with high ductility, it saves it with column dimensions, but it seems to me that I am on the unsafe side, I would appreciate it if you could help me with my respects..
Is there any mistake in my project My first drawing in idecad
- Thread starter selamitas
- Start date
The project has no chance of staying on the unsafe side. On the contrary, many things are exaggerated. I think the column sections are large. Concrete quality is high. Beam sections are sufficient, Beam loads are excessive, slab thicknesses are sufficient. Live load reduction coefficient is not applied, Frame continuity is good, Axles are smooth, What more 
Everything has gone to waste. Iron is too much, concrete is too much, and the cost is high due to quality. Only the p1 curtain stands in a meaningless place. No beam was attached to it in the vertical direction and the beams attached to it became studs. And the k51 beam became a cantilever from the beam.
Everything has gone to waste. Iron is too much, concrete is too much, and the cost is high due to quality. Only the p1 curtain stands in a meaningless place. No beam was attached to it in the vertical direction and the beams attached to it became studs. And the k51 beam became a cantilever from the beam."NYILMAZ":1s7t2rcr" said:The project has no chance to stay on the unsafe side. On the contrary, many things are exaggerated. I think the column sections are large. Concrete quality is high. The beam sections are sufficient. The beam loads are exaggerated, the slab thicknesses are sufficient. , Frame continuity is good, Axles are smooth, What else
Thank you very much for your interest, I have a few more questions, would the stud beam be a problem in this project, and how should I take the beam and floor loads, and if we increase the reinforcement price by taking the extra loads, can we move away from the altariness of our structure?
How to apply the live load reduction coefficient, can you help me. I know I got 0.6, when I enter the floor parameters, the hyk shows 0.6, does this not see the reduction process?"NYILMAZ":1mwfr119" said:The project has no chance of staying on the unsafe side. On the contrary, many things are exaggerated. I think the column sections are large. Concrete quality is high. The beam sections are sufficient. The beam loads are exaggerated, the slab thickness is sufficient. , Frame continuity is good, Axles are smooth, What else