Manual Editing of Beam Rebars

Ş

şahinkaya

New Member
Hello... In my project, after the analysis, I manually edit the beam reinforcements in order to be more applicable. For example ; 3 fi 14 at the bottom and 3 fi 14 at the top. The DS box is ticked, I say reinforced concrete after every edit and I don't get an ace error. There is no problem so far, but when I re-analyze with the reinforcements I have arranged, I get a column beam shear safety error. And because of the formula = 1.25Fyk(As1+As2)-vkol, my reinforcement area increases as I reduce the sensitivity in the selection of reinforcement while editing the reinforcement, and I think I got this error. And I need to make changes in column beam sections. But in some places, I hear that after this manual editing is done, drawings are taken without any analysis again, and normally there is no error, isn't this a wrong application? What is the Truth?
 
Hello, It would be appropriate to re-analyze after editing the reinforcements in the reinforced concrete design dialogs. Good work
 
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