Slab Stress Control and Shear Defects

[vtutkal]

Hello; I could not fix the problems related to curtains and flooring in my attached projects, can you help? Type project ; There is an apartment under 1 block with different floor heights and a shop under the other block. I tried to solve the Slab Stress control error with the reinforcement, but I couldn't. I had the same problem before. In the other block, I could not fix the E and K errors on my carrier curtains. Waiting for your solutions. Good work.

You do not have permission to view link Log in or register now.

 

[unver]

Hi Coordinates template project coordinates add the coordinates of the structure. Unver ÖZCAN

 

[vtutkal]

Hello Coordinates template project coordinates add the coordinates of the building Ünver ÖZCAN

Coordinates of the building ; Latitude : 38.902691 Longitude : 40.483276 Thanks for your warning. When I corrected the coordinates, the tiling error disappeared, I still cannot fix the curtain errors.

 

[unver]

Hello, Balanced Suggestion project is attached, --Make and solve the stair support, --Soil tension in the calculation is slightly negative. (I think it can be neglected.) Also; --You have made a hollow block around the building, if there is an objection from the building inspection or the Municipality, you will lay low.

 

[vtutkal]

Unver, I changed the static design of the B block because I could not fix the errors. Right now I just couldn't fix the slab tension control. I had support from you before on this issue. When I went to the arrangement about the equipment, I could not solve the problem. Could you please check it? Also, can you add the changes you have made on the project in bullet points? Thank you for your interest and I wish you good work.

You do not have permission to view link Log in or register now.

 

[unver]

Hello

Ünver Bey, I changed the static design of the B block because I could not fix the errors. I could not fix the slab tension control only. I had received support from you before on this issue. I could not solve the problem when I went to the arrangement about the reinforcement. Could you please check it? - Also, can you add the changes you have made on the project in bullet points? Thank you for your interest and I wish you good work.

According to the modeling you have done, when your structure is solved 47 errors.Tilt 0.16<0.75 ] is rather small, we need to add curtains to compensate for this.According to the model I gave in the appendix (the coefficients were changed in the wizard), 8 beams are insufficient, 4 columns (B) errors are corrected, it will be an economical structure. Ünver ÖZCAN

 

[vtutkal]

Hi

Unver, I changed the static design of block B because I could not fix the errors. Right now I just couldn't fix the slab tension control. I had support from you before on this issue. When I went to the arrangement about the equipment, I could not solve the problem. Could you please check it? Also, can you add the changes you have made on the project in bullet points? Thank you for your attention. I wish you a good work.

According to the modeling you have done, there are 47 errors when your structure is resolved. The rollover 0.16<0.75 is rather small. To compensate for this, we need to add curtains. According to the model I gave in the appendix (the coefficients were changed in the wizard), 8 beams are insufficient. There are (B) errors in 4 columns, it will be an economical structure if you correct them. Ünver ÖZCAN

Ünver Bey There are still slab stress control faults in the project, do you have any suggestions about it?

 

[unver]

Hello. --You can increase the slab reinforcement support addition at the intersection point, ... After these errors are corrected, make the calculation again and check the calculation outputs and the reinforcement in the formwork plan drawing.