I see beam loads entered twice

[hüseyin şener]

HELLO, when I look at the beam load report, I see that all loads (fixed, wall, floor G, floor Q) are entered twice, so that the weight of the structure increases abnormally and I encounter various problems, especially column-beam joint insecurity. Thanks everyone who can help

 

[HakanŞahin]

Hello, Can you attach the project to the message with the screenshot showing the situation you mentioned so that we can help you?

 

[hüseyin şener]

I'm sorry, I wrote late, first of all I fixed some errors in the beams after struggling myself, but the beam areas are growing in the report section, the nd value is not visible, I think there is an error in the analysis settings section, but I could not find the right options, I would appreciate if you can help, thanks in advance :|

 

[HakanŞahin]

sorry I wrote it late, first of all I fixed some mistakes in beams after struggling myself, but beam areas are growing in the report

It's normal because the table widths of the beams you point to are different. Therefore, their areas are different.

nd value does not appear, I think there is an error in the analysis settings, but I could not find the right options, I would appreciate if you could help, thanks in advance :|

Since the floor "works as a full rigid diaphragm" or the structure is not inclined, there is an earthquake in the beams Nd (axial load) effect does not occur in the loadings. For vertical loads, if you checked "Use rigid diaphragm for vertical loads" in Analysis settings, you will not see Nd (axial load) value on beams.

 

[hüseyin şener]

thank you .