Non-floor structure analysis

[enciniir]

Hi; I made some changes in the slab and beam loads, and I said not to do a slab analysis from the analysis menu so that the reinforcement in the slabs is not calculated. You can continue with the attached model.

my teacher did not open the project, ide 8.503, that is, the most I am using the latest update?

 

[Levent Özpak]

Hi; I made some changes in the slab and beam loads, and I said not to do slab analysis from the analysis menu so that reinforcement is not calculated on the slabs. You can continue with the attached model.

My teacher did not open the program, the project is ide 8.503, so I am using the latest update, but?

The latest update is Ver 8.504.

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[enciniir]

Hi; I made some changes in the slab and beam loads, and I said not to do slab analysis from the analysis menu so that reinforcement is not calculated on the slabs. You can continue with the attached model.

my teacher did not open the program, but I am using ide 8.503, the latest update?

 

[2m proje]

Hello there; 0.05t/m2 would be wrong, it would be 0.5t/m2...

 

[enciniir]

hello; 0.05t/m2 would be wrong, it would be 0.5t/m2...

ok but on what basis did you calculate the loads this way, I'm just asking for information purposes and also columns Don't you think it is necessary to add a load separately?