Curtain Length And Loads

sonsamuray

New Member
Hello, will it be a correct solution to put a column in between and divide the curtain into two in order to solve the problem of 'the thickness of the curtain that is not held at both ends in the lateral direction will not be less than 1/30' that occurred in my project? Also, would it be correct to mark P01 (Big Curtain) as sub-basin curtain? Thank you.
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Hello, I think this type of modeling should not be done even in the floor class with ZA. If you have taken the ground ZD, horizontal soil loads, and earth pressures from the upper stage raft foundation correctly, even if the calculation saves, I recommend you not to construct a structure with such a stepped foundation. Ünver OZCAN
 
Thank you for your suggestion. Although I had reservations, I started this business because I knew there was a similar project application. Even if the ground class creates problems, shouldn't such projects also need to be solved?
 
"sonsamuray":9a4ktar1" said:
Hello, would it be a correct solution to put a column in between and divide the curtain into two in order to solve the problem of 'the thickness of the curtain that is not held at both ends in the lateral direction will not be less than 1/30' that occurred in my project? Also, P01 (Big Curtain) Would it be correct if I marked it as a flood curtain? url]
Hello, you can split the curtain so that the curtain part names are the same, with the "Break" command in the Curtain auxiliary toolbar so that -P01 basement curtain Item 7.6.1.2.b) does not appear. It is among our notes that this control is not carried out in the basement floors. Since the P01 curtain does not continue on all floors, it would be appropriate to mark it as "subbasement". However, the curtains marked as "basement" curtains are not included in the floor effective cutting area in B1 irregularity control. To include, manually enter the corresponding floors in the +Agx column in the Analysis/Story Parameters/Irregularities tab. The link below about B1 irregularity can be examined.
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Hello
"sonsamuray":gtom8ugj" said:
Thank you for your suggestion. Although I have reservations, I started this job because I know that there is a similar project application. Although the ground class is a problem, shouldn't such projects be solved too?
My suggestion: This type of project You can solve it without stepping on the raft foundation on the ground and after giving the horizontal soil loads correctly.
 
"unver":1wnv1hpi" said:
Hi
"sonsamurai":1wnv1hpi" said:
Thank you for your suggestion. Although I had reservations, I started this business because I knew there was a similar project application. Even if the soil class is a problem, shouldn't such projects be solved?
My suggestion: You can solve this type of ground without making a raft foundation and after giving the horizontal soil loads correctly. Ünver ÖZCAN
So, would it be correct to connect the curtain and the upper raft foundation in this way or to consider it as a dilatation on the road?
 
"sonsamuray":11tn7jch" said:
So, would it be correct to connect the curtain and the upper raft foundation in this way, or to consider it as dilatation on the road?
No mat foundation will be made on the upper level. The entire foundation will be at the level of the lower raft foundation. In this case, one side of the building has no curtains. The other side will have a 3-storey high curtain. If necessary, you can put curtains on the other two sides. There is no need to dilate. Ünver ÖZCAN
 
"unver":2484hd5p" said:
"sonsamuray":2484hd5p" said:
So, would it be correct to connect the curtain with the upper raft foundation in this way or to consider it as a dilatation on the road?
No mat foundation will be made on the upper elevation. The entire foundation will be at the level of the raft foundation at the lower level. In this case, one side of the building is without curtains. The opposite side will be a 3 storey high curtain. You can put curtains on the other two sides if necessary. No need to dilate. Excavation is difficult because the land is sloping. Otherwise, if the excavation is done and the foundation is made, the basement floor can be enlarged anyway. Unver ÖZCAN
 
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