v10.03 and v10.05 Tipping Moment difference

Re: TIPING MOMENT FAR BETWEEN VERSIONS 10.03 AND 10.05 Difference is normal. Consider 10.05. In Version 10.05, a comprehensive change has been made regarding the tipping torque control and an improvement has been made to Equation (4B.7) and Item (4B.2.4) used in the calculation of the base tipping moment Equation (4B.7) ] Article (4B.2.4)
 
Hello, I have the same problem. When I solved the project that I solved with V10.03 with V10.05, the tipping moment fell excessively and I could only find 0.50 even though I added new curtains. There are only 2 columns left that I haven't turned to curtains in my project.
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Hello there; Exceeding the Mdev/Mo control is a bit difficult in 4-5-storey residential projects, and it seems to be possible with a very unusual carrier selection for such systems. As a suggestion: - Try to use group curtains as much as possible in your project (You can use Mdev values for the X and Y directions of group curtains) - Position the group curtains at a point in the middle of the building if possible - If possible, connect your group curtains with tie beams and try to create a system similar to the carrier core logic. We can be more helpful if you share the architectural plan: Best regards.
 
"2m project":1rhc087u" said:
Hi; It seems that exceeding the MDEV/Mo control is a bit difficult in 4-5 storey residential projects and it seems that it will be possible with a very unusual carrier selection for such systems. As a suggestion: - Group curtains as much as possible in your project (You can use Mdev values for the X and Y directions of the group curtains) - Position the group curtains at a point in the middle of the building if possible - If possible, try to connect your group curtains with tie beams and create a system similar to the carrier core logic.
Thanks for your answer, I added my architectural plan. I don't have much room to make group curtains. I turned the columns I have enclosed in round into curtains. I can't even make the curtain that comes to the D-7 axis because of K.B. I just tried to reach the tipping moment, but it's too much. It seems difficult. If you have any advice, I would be very grateful.
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Hello there; I edited your project, as I said, it is a tar that we are not used to, but you will not have much chance. We're just over 0.75. You can reduce or remove some curtains. For example, you can convert p6 to a column. Best regards. Edited file:
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"2m project":2oxgf8e0" said:
Hi; I edited your project, as I said, it is a tar that we are not used to, but you will not have much chance. We are a little above 0.75. You can reduce or remove some curtains. For example, you can turn p6 into a column. Best regards. Edited file:
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Thank you, good job
 
The formwork plan carrier system in the attached image is a full curtain system and a hollow floor system below 17.50 without a column. Although all vertical load-bearing elements are shear walls, the walls at the corners are classified as hollow walls with tie beams and there are no columns, the overturning moment cannot exceed 0.75 in our investigation. Until now, there has not been a system where we can switch to 0.50 for hollow floor or slab flooring system. There may be a problem with tipping verification in this version, there may be misinterpretation. It is important for the commercial future of all of us that you work on it for the next version. thank you.
 
"yusuf15hira17":klpqp4ik" said:
The formwork plan carrier system in the attached image is a full curtain system and a hollow floor system under 17.50 without columns. Although, we cannot exceed 0.75 in our tipping moment verification. Until now, we have not had a system that we can switch to a hollow or slab flooring system 0.50. There may be a problem with the tipping verification in this version, there may be a misinterpretation. It is important for the commercial future of all of us that you work on this for the next version. Thank you Thank you.
Hello, you did not give an answer to this question, we are looking forward to it.
 
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