Hello
Can you help me
How I can use this teddy option
PEXT … NOEL … Po … … …
please can you provide me any example to show me how i can use this option because my results not logic
Hello
Why do you want to use the command PEXT?
For external prestressing I recommend to see the standard examples in TEDDY
TEDDY > File > Examples > ase > deutsch > bridge > extern_prestress_tendon.dat
TEDDY > File > Examples > ase > deutsch > bridge > extern_prestress_cables.dat
Best regards
Frederik Höller
Your SOFiSTiK Support Team
I want to use this commend to calculate the friction losses and slip losses by the program
I used this command, the final prestressing force not logic as the difference between the forces in the cables at deviatros very small, it is mean the program not consider the friction losses at deviators so i think i using this command incorrectly so in need ang example to understand how i can use this option correctly