alpha s in dilated buildings

A

a_bulut06

New Member
How is the alpha s calculation done in dilatation buildings? wouldn't separate alpha s calculations be required for each block?
 
do separate block solution and common foundation solution. you can better report the character of the structure (alphaS, R, periods, ...). however, in the common foundation design, the stapling control of blocks other than the main block is not performed. This should also be reviewed. Also, superstructure interaction is not possible. 1-Build the whole model for it. necessary to follow this project as a whole. You can get the mold drawings from this file. 2-Separate the system from the joints with save as. Define baseline under each block. analyze. Do the basic design. check for stapling. With the 3-general foundation file, create the entire foundation under one block and draw the general foundation analysis. here, the superstructure interaction of the received blocks and the main block will be closed.
 
As far as I know, there is no common foundation analysis in ide, so entering the whole system and separating with dilatation is not done in ide. Do you do this by leaving gaps in the system?
 
"cakilomer":1r3tw9sl" said:
as far as I know, there is no common basis analysis in the ide, so you cannot enter the whole system and separate with dilatation, do you do this by leaving spaces in the system?
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We can enter dilated structures in a single project, dilation space is also data It can already be set together with its input. We can define a single basis for the whole structure. Also, a common foundation solution for structures entered as a separate project can also be made. We use the get foundation effects command for this. In this way, we can combine different projects in one project, import their foundation effects, and then jointly In short, common foundation entry and analysis can be done in the ideCAD Static program.
 
"cakilomer":3ksjosik" said:
as far as I know, there is no common foundation analysis in ide, so entering the whole system and separating with dilatation is not done in the ide, do you do this by leaving gaps in the system?
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also has a common foundation analysis. I suggested that you do the analysis separately.
 
Hello, thank you for your comments. There are some points that I do not understand. I need to arrange it in 3 blocks in basement floors and 2 blocks in normal floors, now I entered the system not with the command to take the basic effects, but if I leave only 5 cm space for the places I want to separate, will it be able to automatically detect the dilatation? My second question is, we left spaces on the upper floors, okay, basically, how should I do it, I understand that you can't assign 3 blocks if I define a gap with the slab edge, these are all the foundations can be solved when we define a space.
 
"cakilomer":ee7yz645" said:
Hi, thank you for your comments, there are points I don't understand. I will calculate the project I sent in the attachment as 2 basements and 10 normal floors. I need to arrange it as 3 blocks in the basement floors and 2 blocks in the normal floors, now I do not use the command to get the basic effects I entered the system in the system, even if I leave only 5 cm space for the places I want to separate, will it be able to detect it automatically? but I couldn't put all the foundation with dilatation. Good work
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Hello, you have dilated the project since you left a 5 cm gap. However, what you are asking about dilation is rigid diaphragms. The program asks you about the rigid diaphragms it found while analyzing. "Do you want to apply it this way?" in the form; Program finds rigid diaphragms according to slab continuities. Normally the program will find 3 different apertures for 3 projects. You can examine the accuracy of rigid diaphragms in the 3D frame image after 3D analysis. In short, you will not leave any gaps. More precisely, after you define your structure in the coordinates it should be physically, you will check the rigid diaphragms after the analysis. As I wrote, the program will automatically find the diaphragms (dilations) according to your data input. As for the foundation; Basically define the tile edge as a single contour to take up the entire structure and enter a raft slab. Good work
 
Thank you very much for your quick response and sensitivity, but tell me. There is one more thing. The way I designed the building by taking a separate project does not match the way I designed it. And how can I find out if the base is included in the accounts when I use the get base effects command? Can I see reports when I select the project after the get basic effects command? I will ask one more question, with your permission, ornamental entrances are made with circular columns at the entrances of the site. I need to affect this on the foundation, should I design it as a separate system? Thank you for your dedication.
 
"cakilomer":y9asithy" said:
Thank you very much for your quick response and sensitivity, but tell me there is one more thing. The way I designed the building by taking a separate project does not match the way I designed it, the equipment may be different, why do you think this is due?.
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There are many reasons for this Some of them may be: 1) You may be solving the superstructure interactively. In the superstructure interaction solution, each building will create different results with a separate foundation 2) Loads may not be entered exactly the same. 3) In case of irregularity, the R coefficient may be calculated separately for each building (1.25 When I use
"cakilomer":y9asithy" said:
and get elemental effects command (because of ncmin), how can I find out if the basis is included in the calculations? Can I see reports when I select the project after the command get foundation effects?
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In the raft foundation column and foundation information report, the elements of the building whose foundation effects are taken are displayed with the name of the foundation block.
"cakilomer":y9asithy" said:
I will ask one more question, with your permission, ornamental entrances are made with circular columns at the entrances of the site. I need to affect this on the foundation, should I design it as a separate system? Thank you for your dedication.
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The external load of the ornamental elements on the columns You can enter as
 
And you said something about the R coefficient because of different reasons, but we have 3 rigid diaphragms, but alpha s are still the only ones, how can I get the R coefficient of the systems differently? Do you think the error I sent is related to this?
 
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