Raft thickness, ladder solution and wall load

[sbal]

I am trying to learn ideCAD program. I am using version 10 demo. I was able to add the .bak file using winrar because it does not allow .ide10demo and .bak files while making the add-on. The winrar attachment of the project was not added because it is larger than 4mb. 1- In the attached test project, I could not save the raft thickness in the semi-rigid solution with superstructure interaction. 2- It does not perform ladder analysis. I learned the drawings of this style of stairs from your youtube channel, but I couldn't get it analyzed in the program. Also, are the stair support conditions correct? 3-After the analysis, when I want to control the slab wall loads by doing Analysis Model-->Visualization-->Loads-->Load Type:Wall Loads,Combination:G, strange values like 0.035tf occur. In the same image, the values of the program on the beam look normal, like 0.625 tf/m. Is it normal?

 

[Levent Özpak]

Re: Raft thickness, stair unraveling and wall load

I'm trying to learn ideCAD. I'm using demo version 10. Because it doesn't allow files with .ide10demo and .bak extensions when making the plugin. I was able to add the bak extension file using winrar. Winrar attachment of the project was not added because it is larger than 4mb. 1-In the attached test project, I could not save the thickness of the raft in the semi-rigid solution with superstructure interactive.

As you added your project, the ground bearing carrying capacity resulting from negative base pressure control

2-Ladder analysis is not performed. I learned the drawings of this style of stairs from your youtube channel, but I couldn't get it analyzed in the program. Also, are the stair support conditions correct?

Stair analysis is performed in your project, but the support conditions are defined incorrectly. While determining the support conditions for the solution together with the structure, it should be determined that the edge of the stairs is connected to the element that is supported, and the edges that are not supported by the carrier element should be left blank. In your project, the free edges of the ladder are arranged as a fixed support. Stair reinforcement axles need to be drawn in order to make stair concrete drawings.

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3- After the analysis, when I want to control the slab-wall loads by doing Analysis Model-->Visualization-->Loads-->Load Type:Wall Loads,Combination:G, strange values such as 0.035tf occur.In the same image, the values of the program on the beam look normal 0.625 tf/ Like m. Is it normal?

Wall loads are shown by converting them to point loads on slab finite elements.

 

[sbal]

Re: Raft thickness, stair unraveling and wall load Thanks for the replies. When the ladder didn't make a solution, I made all the other edges as fixed support and I said experience, the final state remained, the problem was the lack of calculation axes. After correcting the ladder, the foundation did not give any errors as a result of the analysis.