How can I solve insufficient reinforcement in the beam?

M

MüHenDiS

New Member
I NEED URGENT HELP.. The reinforcement in two beams on the ground floor is insufficient, I changed the beam size, I did it in complete tightening, I also changed the diameter of the reinforcement, but the same problem persists. I need urgent help. The max margin was exceeded in one column on the basement floor, I said, I made the changes in the beam in the column, but the same problem was not solved.
 
Re: HOW CAN I SOLVE THE REINFORCEMENT IS INSUFFICIENT Hello If you add your project, we can offer a more accurate solution. Unver ÖZCAN
 
Re: THE REINFORCEMENT IS INSUFFICIENT HOW CAN I SOLVE Unver Bey does not upload the file even though it is rar, he says MIB exceeded, what should I do.
 
Re: HOW CAN I SOLVE THE BEAM IS INSUFFICIENT REINFORCEMENT I have solved the beam problem, but the problem of k max pursantaj in the basement floor column continues..thanks for your attention.
 
Re: THE REINFORCEMENT IN THE BEAM IS INSUFFICIENT HOW CAN I SOLVE THE S02 COLUMN IN THE BASEMENT FLOOR SAYS MAX PURANTAGE EXCEEDED AND IT SHALLS APPROXIMATELY 90 REINFORCEMENTS HOW CAN I SOLVE THE PROBLEM..
 
Re: INSUFFICIENT REINFORCEMENT IN THE BEAM HOW CAN I SOLVE Hello, when copying from the bottom to the empty floor -- The building exterior curtains will not be the basement curtain -- The upper rigid floor number will be 0 -- basically the elevator curtain cannot sit on the floor between the foundation beams. --base will be raft --The system does not fail when the semi-rigid diaphragm is resolved. Also -- with the errors in the error messages -- Be sure to fix the errors in the column (B) The corrected project is attached Good luck Ünver ÖZCAN
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ÜNVER, THANK YOU SO MUCH, IT WAS MY FIRST PROJECT, THANKS TO YOU, THE PROBLEM WAS SOLVED.. I HAVE A MORE REQUEST HOW CAN I SOLVE THE FOUNDATION WELL IN THE CONSTRUCTION. IT WILL BE UP TO 1.50 FROM THE FOUNDATION I ENTER.
 
Hi Elevator foundation raft; from frequently asked questions,
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and LIFT BASIC[] You can find information on the subject by typing /b] and doing a search. Take it easy Unver ÖZCAN
 
It is very urgent and important :( :o :shock: :? :cry: :roll: In my project, although the beams stepping on the elevator curtains saved 25*50 on the 5th-4th floors, on the 3rd floor: 25*70 , on the 2nd floor: 25*90 on the 1st floor:25* It saves as 110+25*120 and on the ground floor: 25*130+25*120 ??? !!!
 
It is very urgent and important :( :o :shock: :? :cry: :roll: In my project, although the beams stepping on the elevator curtains saved 25*50 on the 5th-4th floors, on the 3rd floor: 25*70 , on the 2nd floor: 25*90 on the 1st floor:25* It saves as 110+25*120 and on the ground floor: 25*130+25*120 ??? !!!
 
You can send your project using upload sites such as wetranfer, upload.gen.tr file.tc. Otherwise, I think it is not possible for you to get a healthy answer to such a question. But in summary, I can say this: Naturally, the cutting forces will increase as you go down to the lower floors.
 
The beams that transfer load to my elevator curtains start from 25*50 towards 3-2-1-ground floors and grow up to 25*120 :( my project is attached. I am waiting for your help.
 
Hi My suggestion: Remove S7 and S8 columns and beams. Instead, make curtains up to the elevator curtain. (Let the elevator curtains on both sides be L curtains) Take it easy Ünver ÖZCAN
 
Unver brain may be the solution he calls. Enter curtains as panel objects and model them as shells. Enter the beams on the outer contour of the building as parts from beams to beams, not as parts.
 
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