"azadkpln4549":2s4meic8" said:
I SOLVE THIS FILE IN 10.17 AT 10.17 I DID NOT HAVE ANY PROBLEM WHY IS THERE THAT MUCH DIFFERENCE BETWEEN 10.17 AND 10.20... I EXPECTED TO SOLVE IT BEFORE 10.17 AND RECEIVE licence... IT DOESN'T WORK.. NO HELPING ONE. I CONSULTED MY OWN COLLEAGUES. WE LOOKED TOGETHER, NO ONE CAN UNDERSTAND INSECTIONS REINFORCEMENTS THE CONCRETE CLASS IS GOOD ENOUGH, BUT I DIDN'T KNOW WHAT TO DO....
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[email protected][/email].....05345554915 If there is a friend who can help me, I would appreciate it if he or she could contact me...
Hello, -The project you added has been saved as an old version. It gives the same errors when it is solved in version 10.17. If you add the IdeCAD project file that you said did not give an error, we will examine it if you add it, which was solved in 10.17. You can also access the work done on program updates from the link below.
-Technical Support Portal has been created for Ver 10 users. The e-mail address you provided is registered in the technical support portal. You can ask your questions through the portal. If you have forgotten your password, you can reset your password and create a new password by clicking the "Forgot your password" line from the link below.
-Detections for your project and suggestions for section deficiencies are as follows; BP12-13-14-33 defined tie beams under the curtains. Link beams are constructive elements and superstructure interactive solutions are not made. It would be appropriate to define a continuous foundation under the relevant curtains. P01-P03-P07 and P02-P04-P08 carrier system curtains should be modeled as separate group curtains within themselves.
It would be appropriate to select the carrier system type A15 in the TBDY wizard. (Since total Mdev/M0<0.75 condition is not met in Y direction, R coefficient must be entered 6 for Y direction in Analysis Settings.) In order to solve the KAs(-) problem in walls, if larger reinforcement diameters are selected for stirrups from the reinforcement selection dialog, wall shear safety problems are solved.
The following link can be viewed about exceeding the beam Nmax limit value.