Huge column reinforcement difference between ideCAD v8 and v10

[izmirlimuhendis]

solution of the same project in two programs. (it entered the new regulation unfortunately) Columns that did not give errors in the first project started to give 150-160 reinforcements in the second project.

 

[HakanŞahin]

solution for the same project in two programs (unfortunately it entered the new regulation) Columns that did not fail in the first project started giving 150-160 reinforcements in the second project. quote] Hello, There are some differences between v8 and v10 in terms of data entry and creating an analysis system. Your project has been examined in terms of data entry in v10.03 and the following issues have been identified. Also, the solutions presented have been implemented in your project. You can find the link of the corrected project at the end of the message. The only slab on the ground floor at -300 cm elevation need not be defined as a rigid diaphragm. Select the slab and tick "creating a rigid diaphragm" from its settings. Delete this curtain, you can define a wall instead, or give a distributed load to the beam (The curtain has been deleted in the revised project. ) 3. Make the short side 35 cm at all floors due to the buckling values of the S22 column. (35 was made in the corrected project.) 4. There are errors in the geometry control. Look especially for beams with small angle difference. Correct it if it was defined by mistake. 5. The PM01 curtain, located at the -185 cm elevation, forms a short column in the S22 column. Apply stirrup tightening along the entire column (give stirrups fi8/10/10/10) or remove the PM01 curtain. (In the revised project, stirrup is given as fi8/10/10/10.) 6. In column S17, the offset is given as 40 cm for the upper floors, and 30 cm for the lower floors. (In the revised project, the misalignment was made 40 cm on all floors) 7. 85/85 was made on all floors in order to meet the vertical load (axial load) condition on the S15 ground floor. 8. In TBDY 2018, the situation of applying rigid basement in one direction has changed. Therefore, remove the rigid basement sign you gave in the y direction in the floor general settings. (Removed in the corrected project) 9. In the corrected project, the foundation system was changed around the 1st basement P02, P09 and S11 columns. Continuous foundations were defined to coincide under the curtain. The short edge of the element that does not meet the P02 curtain requirement has been made 30 cm for cutting safety control. 10. Review column beam joint shear safety errors. Link of the project:

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