R coefficient

[rifatdagdelen27]

EARTHQUAKE ZONE 3rd DEGREE SINGLE FOUNDATIONS ELEVATOR CURTAINS ANALYSIS SETTINGS DUCTILITY STRUCTURE MIXED ALPHA IN X DIRECTION = 0.4978 R=5.49 ALPHA IN Y DIRECTION = 0.5582 R=5.67 SUPERSTRUCTURE INTERACTIVE SOLUTION WITHOUT SIGN. THE RESULT IS RADIATE NEGATIVE WITHOUT BRAID. ( R COEFFICIENT , MIXED .... SUITABLE) SINGLE FOUNDATIONS LIFT SCREENS ANALYSIS SETTINGS DUCTILITY STRUCTURE HIGH R=5.49 IN Y DIRECTION R=5.67 SUPERSTRUCTURE INTERACTIVE SOLUTION SIGNED. THE RESULT IS POSITIVE RADIUS WITHOUT BRAID. X DIRECTION ALFA 0.1321 , DIRECTION ALPHA 0.1234 FRAMES AND SCREEN SYSTEM: R=7 BECAUSE IT IS HIGH DUCTICIAN, IT HAS TO BE R=7 WHEN WE MAKE ANALYSIS AGAIN, THE DUCTILITY STRUCTURE IS HIGH. THE RESULT IS POSITIVE. X DIRECTION ALPHA 0.1321, DIRECTION ALPHA 0.1234 RESULTS ARE AVAILABLE. IS THIS METHOD DONE FOR YOU THE RIGHT METHOD FOR PROMOTION TO THE PROGRAM? R COEFFICIENT CAN CHANGE AFTER THE BASICS ARE ENTERED. ( SINGLE FOUNDATIONS AND RADIUM SYSTEMS WITH BEAMS ARE RESOLVED DUE TO THE SUPERSTRUCTURE, DUE TO IT, IT DOESN'T AFFECT R. BUT IT CAN CHANGE WITH NON-BEAMERS AND CONTINUOUS FOUNDATIONS AND YOUR DUNC STRUCTURE CAN CHANGE COMPLETELY. GOOD WORK .......

 

[Levent Özpak]

* In case of using single foundation and beamless raft foundation at the same time, no superstructure interactive solution should be made in the program. This situation causes the superstructure results to be erroneous. *The change in the analysis results in the superstructure interactive solution is expected to decrease the stress values in the raft flooring. Good work