Formation of infinite lines in continuous foundation drawing

H

hızırex

New Member
Dear Official; When I draw the continuous foundations, endless lines are formed on the plan and an enormous amount of reinforcement weight is obtained in the meter, and even the reinforcement weights are printed negatively. Please help. Thank you.
 
Dear Madam; how can i fix the problem. I would appreciate it if you could help me. Also, the reinforcement value is negative in the bill of quantities.
 
Hello there; Unfortunately, I use the demo version of the program for educational purposes, so I cannot assign it. If you can point out the mistakes I can make on behalf of the solution, it might be helpful, thanks...
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"hizirex":3s7jyf4z" said:
Hi, unfortunately I am using the demo version of the program for educational purposes, so I can't post it. If you can point out the mistakes I can make for the solution, it might be helpful, thanks...
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Probably the combinations of base-column etc. are not defined correctly. Examine which element you are having problems with. You can also save it in the demo version. You can save the project and attach it to the message. If you add the project, we can write a more precise answer.
 
"HakanŞahin":n47g2ocq" said:
"hizirex":n47g2ocq" said:
Hello; Unfortunately, I use the demo version of the program for educational purposes, so I cannot assign it. If you can point out the mistakes I can make on behalf of the solution, maybe it will be helpful, thanks...
Click to expand...
Probably the combinations of continuous base-column etc. are not defined correctly. Examine which element you are having problems with. You can also save in the demo version. You can save the project and attach it to the message. If you add the project, we can write a more precise answer. server10/7oi3st/B._BLOK__BITMIS_HALI.rar.html]http://s3.dosya.tc/server10/7oi3st/B._B ... I.rar.html[/url] thanks for your interest.
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Hello again, the joint point of the continuous foundations that you enter under the one-piece curtains around the building does not coincide with the curtain joint point. You need to define the continuous foundations in the same coordinate with the curtain and with a single span and give the offset. The corrected sample data is attached.
 
Thank you for your answer Mr. Hakan, you have shed light on the trouble we have been going through for nights. But this time, there is another problem, that is, the reinforcements are too busy, the drive in another program. While the basic (60x100) reinforcement is 4 fi12 and 8fi16, it is 45fi16 in our drawing, what could be the reason for this difference? thanks
 
"hizirex":3ix50xyb" said:
thank you for your answer Mr. Hakan, you have shed light on the trouble we have been going through for nights. But this time there is another problem, that is the reinforcements are too busy, the speed base (60x100) reinforcement in another program is 4 fi12 and 8fi16 In our drawing it is output as 45fi16, what could be the reason for this difference?thanks
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Hello, In continuous foundations, the opening moment is optionally found in the continuous foundation parameters MinMag.= q*l*l/12[/b ] and that option is checked in your project. As the span of the continuous foundation gets larger, the span moment may become larger than the calculation moment depending on this option. You can cancel the option. After analyzing, the reinforcements 4fi12 assembly and 4fi16 are straight. Good work
 
Hello there; First of all, thank you very much for your sensitivity in helping. I want to increase my questions a little more in order to learn. How should we interpret the values related to the building periods in our system, for example, my first period value in the building is 1.75. Is this result good for the system, should it be increased or decreased or what is the most important criterion? thanks..
 
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