Max soil stress problem

E

evanes07

New Member
Good day to take it easy; When I look at the results of the raft slab ground stresses in the project I added, a maximum stress of 21.5 appears in the corner where the upper right column is. I could not see a higher stress. I also had some questions; Are the subbasement panel markings correct? Is it mandatory to mark the upper rigid floor number -2 in the X direction here? Or eng. Is it on your initiative? Most of the outer axle dimensions do not come out while taking the mold drawing? There is only one measure in the mold drawing, and there is a comma value like 282.5 in it? In addition, the dimensions are always comma in beam expansions, how can we make them come out as round integers? Thanks..
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Re: Max ground tension problem..
"evanes07":116t4wlb" said:
Good afternoon, take it easy; When you look at the results of the raft flooring ground stresses in the project I added, the maximum stress is 21.5 in the corner where the upper right column is. it seems..I couldn't see a higher stress..But in the report results, the maximum stress is 24, I wonder why?
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-Maximum soil stress in the project consists of G+Q+EY2 loading.If the loading combination G+Q+EY2 is selected from the lower right corner of the perspective window you can see the same value
"evanes07":116t4wlb" said:
Also I had some questions; Are the basement panel markings correct?
Click to expand...
The curtains that will not be included in the AlfaS control on the non-rigid floor should be marked as flooded.
"evanes07":116t4wlb" said:
Most of the outer axis dimensions are not output when drawing the formwork?
Click to expand...
Run the "Calculate Contour" command from the right-click menu in the floor plan window and get the formwork plan.
"evanes07":116t4wlb" said:
There is only one measure in the mold drawing, and there is a comma value like 282.5 in it? Also, in beam expansions, the dimensions are always comma, how do we get them to be round integers? Thank you.
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Click to expand...
It is not possible to interfere with the automatically given dimensions in formwork and beam expansions. You can measure with the free dimensioning command and by giving zero the number of digits after the comma in the dimension settings. Good work
 
Thanks for the replies; in this case, I accepted that the basement floor is rigid in the Y direction and not rigid in the X direction..is this assumption correct? If true, how do we make the basement markings for the basement floor that is rigid in one direction? In addition, when I marked the contour calculation, the axis dimensions appeared in the formwork plan, but do not I have a chance to extract all the other dimensions that I determined in the floor plan in the formwork plan?
 
"evanes07":2l5bc3vr" said:
Thanks for the answers, in this case I assumed that the basement is rigid in the Y direction and not rigid in the X direction..is this assumption correct?
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-TDY 2007 has a clear statement for floors to be considered rigid -According to the definition in TDY 2018 article 3.3.1, you may or may not accept the entire floor as rigid. If the building is evaluated according to this article, it is seen that the current structure's X-direction period is greater than 1.1 when it is compared to the period in the absence of a basement floor. Tptoll(X)>1.1Tpüst(X) In this case, it would be appropriate not to consider the entire floor as rigid
"evanes07":2l5bc3vr" said:
If true, how will we make the basement markings for the basement floor which is rigid in one direction?
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Whether it is marked as a print or not does not affect the analysis results. Mark all curtains as basements as there are no other curtains in the structure and basement curtains will not be included in the alfaS control.
"evanes07":2l5bc3vr" said:
Also, when I checked the calculate contour, the axis dimensions appeared in the formwork plan, but do not I have a chance to extract all the other dimensions that I determined in the floor plan in the formwork plan?
Click to expand...
-You can take the dimensions into the mold plan window by using the Copy and Paste commands. 2-Split the dimensions with the "split object" command. Then turn them into a block with the "Make block" command. When you get the mold plan, the blocks will appear on the mold plan 3-Free dimensioning in the mold plan window You can measure with the command.
 
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