Vertical load too much error on columns

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egmayapi

New Member
HELLO SUBJECTS I WANT TO ASK; 1-) IN THE REPORT, I RECEIVE TOO MANY VERTICAL WARNINGS IN SOME COLUMNS. DUE TO THAT, IN SOME 40/70 COLUMNS, THE COLUMN GIVES 14 LIG IRON IN SOME 40/70 IRON IN THE APPLICATION. 2-)EVEN I DID NOT CANCEL THE 20 MIC IRON, THE BASIC APPLICATION SHOWS 20 IRON. 3-)I GET THE ERROR CONTINUOUS REINFORCEMENT INSUFFICIENT RADILE I CANNOT REMEDY WHAT DID MY NAME DID. 4-)Is it MORE logical to process BASIC UPGRADE CURTAINS IN THE PROGRAM OR IS IT TO PROCESS AS 2D? THANKS IN NOW DOWNLOAD LINK:
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First of all, I recommend that you review the loads. You have put live load on the beams. Wall load is defined on the slabs and accordingly the load of all slabs is 0.500 t/m2. You can use the live load reduction coefficient. You can play with the directions in the column arrays and make some columns square. You can reduce the attic floor and beam loads. You can also remove the wall loads on the attic floors. NY
 
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