Ground Safety Issue

[thejin]

This is my first tier foundation drawing, and some of the tier is ground absorption in all foundation beams. error, can you help?

 

[yck86]

I put the foundation you created on the ground floor in the basement and gave it a level analysis. There was no problem. I recommend you to get help from more experienced colleagues because I do not want to mislead you, since I have not seen your architectural project, my only advice is if you are going to carry the foundation outside. You may be able to do this with the width of the foundation joist rather than the ampatage. good work.

 

[thejin]

thank you very much for at least your interest but who can i ask if your application is correct or not no one i know could.

 

[Levent Özpak]

Hello,

I put your foundation that you created on the ground floor in the basement and gave a level analysis. There was no problem, I recommend you to get help from more experienced colleagues, because I do not want to mislead you, I do not want to mislead you about the introduction of the gradual foundation into the program. The elevation I gave may be wrong. My only advice is to use the width of the foundation beam instead of the ampatment if you are going to carry the foundation out. Good work.

In the project you added, the basic data entry on the EG axis is incorrect. The foundation system should be defined on the floor where the columns and shear walls are located.

This is my first tier foundation drawing and some of the tier is ground suction on all foundation beams. error. Can you help?

In the project, the columns, curtains and foundations between the EG axes can be defined by giving an elevation on the basement floor. Also in the project; *No base defined under P05-P06-P13 panels. *It is recommended to check the "superstructure interactive solution" option in the Analysis settings/Foundation-Soil Tab.( Mandatory for C and D group soils) Good work

 

[yck86]

thank you very much, at least for your interest, but to whom can I ask whether your application is correct or not, no one I know could do it, my application is wrong (I already stated that I did not know clearly, I wrote to suggest you to question if it could be just an opinion) Mr. Levent the right method I wish you good work.

 

[thejin]

Levent, thank you very much for your interest and help, I wish you a good work.

 

[thejin]

Hello,

I put the foundation you created on the ground floor in the basement and gave the denim and it was analyzed. No problem. I don't want to mislead you, I don't want to mislead you. Since I haven't seen your architectural project, the elevation I gave may be wrong. My only advice is that if you are going to carry the foundation out, you should do this with the width of the foundation beam instead of the ampatment. good work.

In the project you added, the basic data entry on the EG axis is incorrect. The foundation system should be defined on the floor where the columns and curtains are located.

This is my first-stage foundation drawing and it gives ground suction error on all foundation beams in a part of the stage, can you help?

In the project, columns, curtains and foundations between EG axes can be defined by giving elevation on the basement floor In addition, in the project; *Foundation is not defined under P05-P06-P13 panels. *It is recommended to select the "superstructure interactive solution" option in the Analysis settings/Foundation-Soil Tab.( Mandatory for C and D group floors) Good work

Mr. Levent Diaphragm occurs when a balcony slab is assigned to the upper right corner of the basement ceiling.

 

[Levent Özpak]

Levent Bey this time, when a balcony slab is assigned to the upper right corner of the basement ceiling, Diaphragm occurs. Stapling security cannot be provided in the S11 column

*Since the balcony slab on the right in the 1st basement floor has no connection with the other floors, More than one rigid diaphragm is detected on the floor. If it is not desired for the D01 slab to form a rigid diaphragm, "creating a rigid diaphragm" option can be selected in the Static tab of the Slab properties. *To solve the punching problem, a beam can be entered on the upper edge of the slab. *I think it would be appropriate to enter the upper rigid basement floor number -2

 

[thejin]

Levent Bey, this time when a balcony tile is assigned to the upper right corner of the basement ceiling, the diaphragm is formed. Stapling security cannot be provided in the S11 column

*1. Since the balcony floor on the right side of the basement floor has no connection with the other floors, more than one rigid diaphragm is detected on the floor. If you don't want the D01 tile to create a rigid diaphragm, the option "creating rigid diaphragm" can be checked in the Static tab of the Tile properties. *To solve the stapling problem, a beam can be entered at the top edge of the slab. *I think it would be appropriate to enter the upper rigid basement floor number as -2.

Thank you, Mr. Levent, your help was very helpful.