Opinions questions about using ideCAD Static 7

"Oznb":1cc0gexu" said:
Where can I get the outputs of the column heading calculations ...?
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The outputs of the column heading calculations are given under the heading of stapling controls for floor slabs in the floor report, and for the raft in the raft floor report.
 
"mehmetdindas":1cmny7c4" said:
An article that I think is dated 2008;
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I would like to ask those who are interested: -What do you think causes the differences in the 10-storey building, which is one of the examples? Many thanks in advance to those who shared their valuable ideas...
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There is not enough data in the pdf file to make a healthy evaluation. you need to look at intermediate values or best of all, project data...
 
hello everyone, I have a question about band beams, can we use the band beams as butt beams at the console hollow floor slab ends?
 
"nahroyo":hbbgbxss" said:
hello everyone, I have a question about band beams, I wonder if we can use band beams as butt beams at the ends of cantilever hollow blocks?
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Hello, Band beams are constructive elements. They are not effective in the analysis. If it will serve, I think you can use it wherever you want.
 
"Levent Özpak":30tfayax" said:
"nahroyo":30tfayax" said:
hello everyone, I have a question about band beams, I wonder if we can use the band beams as butt beams at the console hollow floor ends?
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Hello, Belt beams are constructive elements. It is not effective in analysis. If it will serve your purpose, I think you can use it wherever you want.
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Yes, it is very good to be constructive, but we cannot change its height, it becomes the same height as the slab floor height by the program. I think we can use it better if we can adjust the height...
 
Although the maximum stress exceeds the soil stress, it still shows a positive result...:S:S :S
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"majesty":2cq4ruw2" said:
is still showing positive result even though the maximum stress exceeds the ground stress...:S:S :S
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In Analysis Settings/Foundation-Soil Tab -Averaging Ground Safety Control of Raft Foundations The make- line according to strain may be marked.
 
I can't add the project because I went to the analysis method again by changing the system :( I'm sure the average tension is off.. I paid attention especially... it might be a programmatic error. I wanted to add it..:S
 
I can't install ideCAD Static 7 version on my computer, I wanted to try it first as a demo, but it gives an error, I wonder why?
 
hello everyone. In the project I am working on right now, my maximum beam span is 6 m, but the geometry information section of the optional reports says the maximum beam span is 22 m. There are errors in the report, what could be the reason for this?
 
"nahroyo":1betd8c9" said:
hello everyone. In the project I'm working on right now, my maximum beam span is 6 m, but the geometry information section of the optional reports says the maximum beam span is 22 m and there are errors in the report, what could be the reason.
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You need to add your project .
 
"Levent Özpak":29gxdu7w" said:
"nahroyo":29gxdu7w" said:
hello everyone. In the project I'm working on right now, my maximum beam span is 6 m, but the geometry information section of the optional reports says the maximum beam span is 22 m and there are errors in the report, what could be the reason for this.
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You need to add your project.
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I fixed the situation, thanks cantilever beam in one of the balcony floors It was 22 meters but it was not visible because it was hidden. I examined the structure in 3D frame mode and fixed the misidentified beam and the problem was gone.
 
First of all, good work. With the innovation made in idestatic floor windows, for example, the horizontal line that emerges when drawing a beam object, the angle between this ordinate line and the arc, and the dimension lines showing the beam length all show the same color (white on a black background). While drawing, there is a situation that forces the eye to adjust the offset. Can we interfere with these line colors? How ? If there is no such option, if the objects show in their own color, the other auxiliary lines are in the 65 color code, and the texts are yellow, I think that a much healthier image will appear and it will not tire the eyes. Thanks in advance Regards...
 
hello everyone, there is a confusion in the transition window between the new floors and between the drawings, believe me, sometimes I'm looking for 1 minute to find the floors, there must be a more practical, useful and simple method. The last thing we use is constantly changing, and in the end, it gets messy. I think it would be more beautiful and useful if at least the floor plans were fixed and the drawings of that floor came first... with my best regards... I wish you success in your work and thank you for your interest.. .
 
good work, you said that we took the problem of using 14 gauge iron in the columns in the 12-storey building I asked before, and do you have a study about the error of 8 iron on the balconies, thank you
 
"ahmetozates":dpbno9x1" said:
good work, you said that we have taken the problem of using 14-gauge iron in the columns in the 12-storey building I asked before, and do you have a study about the error of 8-gauge iron on the balconies, thanks
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Hello, in the program There is no such error, the reinforcement corresponding to the moment is discarded.
 
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