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for newer versions. List of works done in version 6.0101: 1. In the dialogs, the term concrete cover cover was used instead of the term cover. 2. Net concrete cover values were printed on the printouts. 3. Net concrete cover values are now given in the title information. 4. The program closing problems that occurred in some projects were fixed. 5. Key not found message in dwg 3d export has been fixed. 6. Adjusted some notations in the dynamic analysis report. 7. Fixed an issue where the spectrum ratio changed/unchanged in the saved linear performance report. 8. If the section line is exported as dwg, the key not found message has been fixed. 9. In the beam settings, the values taken from the live load library are displayed in t/m2. 10. The cases where incorrect column vertical expansion occurred have been fixed. 11. A change has been made to make the direction of the load transferred to the beams on the curtain appear properly in sap2000. 12. Stirrup poses of double stirrup rib beams are written. 13. Shear shear forces are summed as absolute values in Alfas calculation. 14. The value of the infill wall friction angle is now printed in degrees in the retaining wall report. (Printed in radians) 15. The cause of a project made in the normal program crashing when switching between 2D windows in the demo has been fixed. 16. Algorithm change has been made regarding the distribution of dynamic floor forces to floors. 17. Program termination that occurred during ladder analysis in a project has been fixed. 18. In the basic application plan, the title term was written for the trestle reinforcement. It's been fixed. 19. Some conditions in the columns that do not meet the 25fi condition in the minor direction have been fixed. 20. In the linear performance analysis, the problem in the capacity calculations of the curtains selected as the reinforcement curtain has been resolved. 21. Corrections were made in retaining wall concrete and formwork. 22. In a project added to the forum, the situation where the reinforcements defined in the floor gaps slipped in the formwork plan was fixed. In a project reported in the 23rd Forum, the case of tightening the columns connected to the inclined beam throughout the entire floor was resolved. 24. When converting an object to a column with the 2D architectural project arrow command in a project, program breakage has been fixed. 25. Sub-basement perimeter bulkheads are no longer included in the rigid diaphragm of the floor. 26. When the concrete unit weight changed, a second analysis was required for the total load G, it is no longer needed. 27. In the colon normal force control report, there was a sign difference between Ndmin and Nmax values. Signals are now used according to the direction of the normal force. 28. A situation related to determining the reinforcement spacing of the wall middle zone has been fixed.