What is the issue of max design load on columns?

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illaga

New Member
"While designing the static project, solutions were made to the columns so that the maximum design loads of 250 kN would not exceed." Can you explain this situation, which is required in soil studies? We will consider my Nd value under the Reinforced Concrete / Column / Buckling menu.
 
If you learn what load is meant by the person or institution that prepared the ground survey, we can say which values should be looked at in the program. (Normal force from vertical loads, Maximum normal force, axial force at design loading, etc...)
 
In the Reinforced Concrete Dialogue/Force Reinforcement Fields tab, you can look at the line where the G+Q loading combination is written.
 
thank you..my project is a project of 3 floors and 2 flats.. loads exceeding 25 tons on the basement floor columns, should I increase the number of columns in the basement floor as the current solution?
 
"illaga":2en1syr9" said:
"While designing the static project, the columns were solved so that the maximum design loads of 250 kN would not exceed. " Can you explain this situation requested in soil studies? We will consider my Nd value under the Reinforced Concrete/Column/buckling menu.
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"illaga":2en1syr9" said:
thank you..in my project, a 3-storey 2-flat project.. Loads exceeding 25 tons in basement columns, should I increase the number of columns in the basement as the current solution?
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It cannot be a target that the design loads of the columns will not exceed 25 tons. Whoever told you this goal, you should ask that person what he means.
 
THE ENGINEER WHO ASKED THIS, I BELIEVE THAT HE IS OLD THAN ME AND HAS NOT CONTROLLED THE PROJECT FOR A LONG TIME. WHILE TAKING LESSONS AT THE SCHOOL, THEY JUST RECOMMENDED US TO CREATE FLOORINGS WITH AREAS OF 10 TO 15 m2 FOR DESIGN, HOWEVER, EVEN IF YOU MAKE A MISTAKE IN THE BUILDING, IT CAME TO ME ( AS A SAFETY ). NO SUCH LIMITATION, FRIENDS.
 
This issue has just come out. In buildings that do not exceed B+2 floors, the ground survey was given with a superficial report without drilling. Now, if the external load on the column exceeds 25 tons, the ground survey is requested.... it is difficult to understand what kind of intelligence is this sanction ???? Is it an axial load or is the load transferred to the ground in succession... For example, if the soil safety stress exceeds certain values in certain regions, I would understand if they wanted a drilled survey, but I wish the friends who took such decisions had their share of engineering...
 
dear Siromar, times have changed, but the mentality is the same. It would be better if we put these people next to the R&D who make the Analysis program. Cow and sausage projects come and we get rid of it.
 
"siromar":1b6iqcth" said:
This issue has just come out. In buildings that do not exceed B+2 floor, the ground survey was given with a surface report without drilling. Now, if the large load coming to the column exceeds 25 tons, it is difficult to understand what kind of intelligence this sanction is. ???? Is it an axial load or is the load transferred to the continuous ground... For example, if the soil safety stress exceeds certain values in certain regions, I would understand if they wanted a drilling survey, but I wish the friends who took such decisions had their share of engineering...
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for understanding my message Thank you. My static intelligence somehow did not accept this..So much so that there are even people who say increase the number of columns on my board for a solution. Now I am at a dead end. My project is attached. I wish my experienced elders to interpret it.
 
I don't know when these rules will be lifted. I don't know when you can explain the absurdity of the situation. The seal is in their hands, unfortunately, if they do not understand the words, have a ground survey done, an additional cost of 2000 TL will be incurred. I also suggest you to connect the S2-S3 S12-S13 S10-S7 columns with the foundation.
 
"siromar":1uqdry85" said:
they will have to remove these rules. I don't know when these rules will be lifted. I don't know when you can explain the absurdity of the situation, but I don't think they will understand. Can the number of columns be increased because I won't have a ground survey done? Although the municipality does not have the authority to impose such a condition, the seal is in their hands, unfortunately, if they do not understand, have a ground survey done, an additional cost of 2000 TL. Also, I suggest you connect the S2-S3 S12-S13 S10-S7 columns with the foundation, I think you threw it because the stud foundation is a wall You can turn it into a sized tie beam
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Thank you for sharing your knowledge and experience, sir..
 
In the B+2 storey construction, ground drilling was requested since the basement design loads exceeded 25 tons. What will change when the drilling is done? I think nothing. Is it just to take that document? What could be the solution within the framework of economic conditions to avoid drilling?
 
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