Curtain cutting problem

A

actombo

New Member
Hello, I could not get over the P05 curtain cutting problem. I changed the diameter and number of stirrups and it still didn't work. Is there a different method? I also tried enlarging the section, it still didn't work Thank you
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Hello My suggestions; The beams on the left side of the structure were arranged, the semi-rigid diaphragm solution was made. In this case, the problem of the P5 curtain is solved, but your main problem is 9 t/m2 of ground safety and D group, I don't find it right to build a building where there is a ground tension below 10 t/m2. What will be done; 1- Making soil improvement and increasing the soil safety above 12.25 t/m2 which is calculated in the foundation calculation, 2- Consulting with the ground worker and making the ground values at least 10 t/m2 and C group if possible. Unver ÖZCAN
 
"unver":1rt39vgj" said:
Hi My Suggestions; The left side beams of the structure have been arranged, Semi-rigid diaphragm is the solution. In this case, the P5 curtain problem is solved, but your main problem is the ground safety 9 t/m2 and the D group, the ground under 10 t/m2 I do not find it right to build a building where there is tension. /quote] Thank you, Unver, I will consider your suggestions
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"unver":2bogx2vq" said:
Hi My Suggestions; The left side beams of the structure have been arranged, the semi-rigid diaphragm has been the solution. In this case, the P5 curtain problem has been solved, but your main problem is the ground safety 9 t/m2 and the D group, the ground under 10 t/m2 I do not find it right to build a building where there is tension. /quote] First of all, good day, I am also using the demo version of ideCAD for my graduation project and I am facing the same problem, I would appreciate if you could explain a little more about arranging the beams.
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"unver":x3hbw94w" said:
The stiffness of the beams on the left axle has been increased. If you can't fix the project, you can upload it to the link below.
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Ünver ÖZCAN[/ quote] I noticed that you have increased the cross section of some of the beams. I made the corrections. I want to ask you something about the floor. There is also liquefaction in this floor. What kind of floor improvement can you suggest?
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