Basement and Foundation Problem

R

Reform Group

New Member
Hello friends, I am trying to make a static project of the architectural project I have added. I don't know what to do as I have never faced such a situation before. To summarize, two different foundation groups are in the same structure, the level difference of these two foundations is roughly 1 floor. Ideas, drawings, pre-made talks or writings, etc. on how I can design. I would be very grateful if you could help me. Thanks in advance, keep up the good work
 
MY SUGGESTION: IN THE SAME BUILDING; MAKING THE DIFFERENCE IN JEANS FOUNDATION. IF I HAVE A BUILDING I CAN DEFINITELY DO NOT DO (Unwanted stresses that we did not calculate may come to the foundations at the lower level.) Take it easy Ünver ÖZCAN
 
"Reform Group":398k423k" said:
Hi guys, I'm trying to make a static project of the architectural project I've added. I don't know what to do because I haven't encountered such a situation before. To summarize, two different foundation groups are in the same structure, they are intertwined. The difference in elevation of the two foundations is roughly 1 floor. I would be very grateful if you could help me with ideas, drawings, pre-made speeches or writings on how to design, etc. Thank you in advance, good work
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Thank you to Mr. Unver. Another solution do you have any suggestions?
 
If you have to make steps, what you need to do is to connect two raft plates (with a vertical plate not less than the thickness of the raft) on the axis where the raft plates intersect, namely; your foundation should take the Z form, I haven't tried it in 7 versions, the attached picture is taken from the 8 version beta version, the vertical plate (panel) in question is already connected to the lower level foundation, it is connected to the upper level foundation with rigid link elements from the mesh points, it would be appropriate to choose the analysis as ground superstructure interactive . Good luck with. G.KÖSE
 
Hi everyone, I have solved the project as below. I defined a common tile edge and played with their jeans, not adding panels. I solved the system. The program automatically combined the vertical panel with the basics, but I can't find the details of these vertical panels. Can you help me? Also, is it healthier to do it this way or is it healthier to put the panel there ourselves, without letting the program put it there automatically?
 
Dear colleague, I suggest you enter as a separate floor and model the foundations on the relevant floors, instead of creating the elevation difference by giving a minus value on a single floor. Also, if you don't have to, it would be better if you ampat the raft edge contours after the columns. there is no element, model all the elements that you entered as minus level on the ground floor, in the basement level, keep the relevant elements on the ground floor level)< It is unnecessary to go hard when the job is easy.> G.KÖSE
 
Although I am against such a foundation, my suggestion is: --Give the soil load as panel load to the curtains I marked in blue (which will bring additional pressure from the upper foundation) -Give the curtains you have made as -50 cm as the subfloor/upstairs panel that does not continue. Take it easy Unver ÖZCAN
 
"g_kose":2hwd12wi" said:
Sn colleague, Instead of creating the level difference by giving minus value on one floor, I suggest you enter it as a separate floor and model the foundations on the relevant floors. Also, if you don't have to, it would be better if you ampat the raft edge contours after the columns. .( You entered the basement floor, but there are no elements in this floor. Model all the elements you entered as minus level on the ground floor, in the basement, the relevant elements will remain on the ground floor level)< It is unnecessary to go to the difficult when the job is easy.> G.KÖSE
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Thank you Finally, do you have any ideas on how to overcome the B3 irregularity problem?
 
"Reform Group":27m9dgll" said:
I can't get over the B3 irregularity problem.Can you guide?
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Columns are never allowed to be placed on top or end of cantilever beams or gussets created on lower columns on any floor of the building. There must be a discontinuity.
 
"cakilomer":3hgt7wty" said:
"Reform Group":3hgt7wty" said:
I can't get past the B3 irregularity issue. Can you show me the way?
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Columns are never allowed to be placed on top or end of cantilever beams or gussets formed on lower columns on any floor of the building. You probably know, but there must be a discontinuity in the vertical members. does not sit. The basement floor consists entirely of curtains and columns. Only on the ground floor the floors sit on top of the panels. There are two different basic jeans. I couldn't understand the problem.
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