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Column failure reinforcement rate after analysis above 1%
- Thread starter samet1
- Start date
Levent Özpak
New Member
Hello, If you attach the project file, we will examine it. If the file size is large
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etc. You can upload it to a site and give the link.thank you
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Levent Özpak
New Member
Hello, in your project There is incorrect data entry. In the project, there is no basement perimeter curtain on any floor and all floors except the 4th floor are considered rigid. The floors should not be considered rigid (RigidX and Rigid Y columns must be unchecked in the Floor General Settings dialog.) TBDY 2018 item 3.3. Examine 1.1. There is no curtain in the structural system. Mixed ductility level is selected in the TBDY wizard. Select the ductility level High, the Structural system type A11 in both directions. In the column reinforced concrete dialog, uncheck the DS columns. Using the D03 slab command with the slab edge and two different slabs For the solution of joint cut-off safety(B) problems, see FAQ and answers document item 9."samet1":2smcqjqk" said:hello, it gives a warning of inadequacy after analysis on the ground and first floor columns. May I know the reason for the warning as reinforcement ratio above 1%, transverse reinforcement fi10/5/5/5?
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Good work