Does not provide cutting security and Nmax

Hello. First Ground floor relative floor offsets .... Fix it. Add curtains if possible. Beam errors can also be corrected. For raft laying, increase the rebar diameter. If it's not balanced, you share your project. Unver ÖZCAN
 
"salihaesen.52":2gksqell" said:
hello, thanks for your interest.. I want to upload the file, but it says the size is high, how can I upload it here
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To reduce the size of your model file, save it with the "compress save" option. The extension of the file you saved in this way It becomes "cde". This way the file size will decrease significantly. If your file size is still not reduced enough to be uploaded to the forum, use a file sharing site such as wetransfer.com. Before uploading a file to wetransfer, press the 3 dots button and set your post format as "link" Then upload your file and copy the link it will give after the upload is finished.
 
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thanks a lot, I downloaded it, can you have a look now? The system is symmetrical, but it gives an nmax error in a beam all the time. Why is there no such error on the same symmetrical side?
 
Hi Floor displacements increase system rigidity. Curtains can be added. Your building is not symmetrical. K017 40/32- K018 50/32 The support of K05 and K08 is not symmetrical. Unver ÖZCAN
 
K005 - K006 beams (symmetrically as well) reinforcements should be continuous. Why aren't the two beams aligned? Your slab G load is 150 kg/m2. If the filler between the ribs will be brick, add the m2 weight of the brick to the load G. Identify rib continuities. In addition, your curtain in the building is not a spaced curtain, it is a non-space curtain. In the TBDY 2018 wizard, you need to select the appropriate system. The wrong system is currently selected. There is no gap in your building and there is only one curtain. In this way, TBDY 2018 will not allow you to build a one-way ribbed floor system. See:
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thank you for your interest and answers... i added one more screen and reviewed the values. There is a column at the end of the curtain and is this a problem? If so, how can I connect the beam from the curtain to the column along the stairs? or do you have any other solution suggestions? I'm sorry I'm a newbie so I couldn't solve the system. Architecture and chimneys and ventilation gaps should not be closed. I couldn't get out of it. :( :(
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Hi, the curtain should provide > 0.75 in the roof rollover control, Example for this:
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Considering this situation, you need to add curtains or return to the column-beam-plate system. Unver ÖZCAN
 
"MrtGrsl":17gjltzk" said:
Is there any improvement, Mr. Hakan?
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Hello, you do not need to give elevations to columns S1 and S2, S3 on the ceiling of the 1st basement floor and the ceiling of the 1st floor. The upper and lower elevations of these columns , align with the floor plane. Since the height of the beam coincides with the lower end of the column, it is appropriate to only level the beam within the definition of the opposite beam. With this data entry, the beam will be in the same level as the 1st basement rigid diaphragm and the beam's axial force will be reduced. the project is attached. Good work
 
Until now, we have always done it by giving jeans. If we can do it this way, then there will be no problem. If there is no problem in defining. Thanks.
 
Identification depends on the beam's top elevation and height. If the height of the beam does not coincide with the bottom of the column, you must also level the columns. In case of unsuitable level, a warning message will be given in the form of incorrect beam level or unsupported beam in the geometry control.
 
In the project you sent, "There are no beams under normal force in the project." It says. Is this normal?
 
"MrtGrsl":z3mrcfbs" said:
"HakanŞahin":z3mrcfbs" said:
"MrtGrsl":z3mrcfbs" said:
Until now, we've always been using jeans. If we can do it this way, then there will be no problem. .
Click to expand...
Definition depends on the upper elevation and height of the beam. If the height of the beam does not coincide with the bottom of the column, you must also level the columns. In case of unsuitable elevation, a warning message will be given in the geometry control as an incorrect beam elevation or unsupported beam.
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In the project you sent, there is the statement "There are no beams under normal force in the project." Is this normal?
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