I have not been able to resolve the permanent underlying excessive reinforcement

T

tekt

New Member
good day i'm new here. i couldn't figure out overfitting on a permanent base point. I couldn't upload the project here because it is high-dimensional. If anyone can help, I can send an e-mail. have a nice day.
 
"tekt":113n2dth" said:
good day, I'm new here. I couldn't solve the excessive reinforcement at a point in the base. I couldn't upload the project here because it is high-dimensional. .It is necessary to define axis-to-axle and column joint connections as much as possible Sent from my SM-G610F using Tapatalk
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Hello My suggestions; --Make the foundation height of 60 cm at least 80 cm for this building, --The height on the ground floor is 370 cm. not done, --5. You can reduce the moving loads on the floor and remove the wall loads. Unver ÖZCAN
 
"unver":1wlv9z66" said:
Hi. My suggestions are; --Make the foundation height of 60 cm at least 80 cm for this building, --Make the column height at least 370 cm on the ground floor, 35 cm on the narrow sides of the column, 30 cm on the other floors, --Your ground floor is not rigid, remove the ticks, --The stair is not supported, -You can reduce the live loads on the 5th floor and remove the wall loads Unver ÖZCAN
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First of all, thank you very much for the information you have given, Mr. I'm posting the link. If I'm wrong or wrong, I would appreciate it if you could check it.
 
Always try to do the basics. If there is an angle between them, if you think this angle is continuous depending on the amount, enter degrees in the "accept objects with an angle between them as continuous"[/b][/u] in the general reinforced concrete parameters. In this way, you will see that the amount of reinforcement decreases and the dimensions will also decrease. In this case, maybe you can also shorten the consoles. When you do all of them this way, you don't have to mark anything about the angle. The same is true for the beams on the floors. I'm talking over the beams on the first regular floor. For example, make beams K26-26 and K27-28 continuous. Try to place it on the same axis (axle). Or, as I mentioned above, if the angle between them is not too big (maximum 30 degrees or something), you can use the "continue accept" option. In the attached project, I made it continuous along the line by eliminating the frustration in your foundations. (You can delete the unnecessary axes) You can press the columns as symmetrically as possible on the foundations by using the defined settings. Good work. N. YILMAZ
 
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