ideCAD v10.09 version high reinforcement problem in columns

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Mesut Turan

New Member
Good day hello; After installing the 10.09 version, there is a lack of reinforcement problem in some of my basement columns, which did not have a lack of reinforcement problem before. It requires very high reinforcement ratios according to the internal forces. 2.93 reinforcement purs in 40x100 column. 17 tons of axial force 6 tons m3 0.95 tons m2 column capacity limit rate maximum 0.277 capacity diagram at small levels in pmm project link :
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Best regards...
 
Re: High reinforcement problem in 10.09 version columns
"Mesut Turan":qsd23igf" said:
Good day hello ; After installing 10.09 version, there is a lack of reinforcement problem in some of my basement columns, which had no reinforcement deficiency problem before, and which went up a few floors. It requires very high reinforcement ratios according to the internal forces that occur. 2.93 reinforcement purs in 40x100 column does not save 17 tons of axial force 6 tons m3 0.95 tons m2 column capacity limit ratio is maximum 0.277 capacity diagram at small levels at pmm project link :
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Best Regards...
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Hello, Statistically required pursantage value in the column is below the current pursantage in the column.The lack of reinforcement in its current form is caused by stirrups - No reinforcement deficiency occurs when the analysis is performed by removing the marks in the DS column.
 
Re: High reinforcement problem in 10.09 version columns
"Mesut Turan":1ln4i35p" said:
What I understand from SG pursanta is correct if I am wrong, the ratio of required reinforcement in cross section to cross section area due to reinforcement requirement consisting of internal forces ?
Click to expand...
Reinforcement area calculated under 2-axis bending and normal force Also Your statement is correct Here - (minus) means that no reinforcement is required in this column under the influence of these internal forces.
 
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