Wants

[mustafaureyen]

HELLO GET EASY; 1) CAN YOU ADD A REINFORCED CONCRETE TAB TO THE GROUP CURTAIN MENU LIKE THE CURTAIN MENU? AFTER CHANGING THE REINFORCEMENTS, WE HAVE TO GO OUT AND GO AT THE SCREEN AGAIN AND STOP REINFORCED CONCRETE. 2) EARTHQUAKE PARAMETERS DIFFERENCE BETWEEN THE VALUES FROM AFAD AND THE VALUES FROM THE OFFLINE PRESSURE AFTER I ENTER THE PROGRAM CORDINATES, THE DIFFERENCE IS GOING BACK FROM THE MUNICIPALITY, DO WE HAVE TO MANUALLY ENTER IT? 3) WATER PRESSURE CURTAIN CONNECTED TO THE CURTAIN LOOKS DROPPED EVEN AT THE SAME POINT, AND THE UPPER FLOOR CURTAIN EVERYTHING IS THE SAME AND THE THICKNESS IS DIFFERENT.

 

[Ismail Hakki Besler]

WELCOME EASY; 1) CAN YOU ADD A REINFORCED CONCRETE TAB TO THE GROUP CURTAIN MENU AS IN THE CURTAIN MENU? AFTER YOU CHANGE THE REINFORCEMENTS, WE CAN EXIT/ ENTER THE CURTAIN AGAIN FOR THE GROUP CURRENTLY REGISTERED. It is very difficult because only a simple reinforced concrete calculation is not made on group shear walls. Many 2018 regulations are met. It is not just about changing dimensions.

2) EARTHQUAKE PARAMETERS ARE OFFLINE AFTER ENTERING THE PROGRAM CORDINATES WITH WHAT WE RECEIVE FROM AFAD THERE IS A DIFFERENCE BETWEEN THE VALUES FROM THE PRESSURE AFTER THE COMMA, IT IS BACK FROM THE MUNICIPALITY, WE HAVE TO ENTER MANUALLY DO YOU HAVE A CHANCE TO CORRECT THAT?

The algorithm used by Afad is not exactly the same as the algorithm we use, we have no idea how they do it. Therefore, these results are never exactly the same. The fact that the values are different after the comma almost does not change the generated spectrum.

3) THE WATER PRESSURE CURTAIN CONNECTED TO THE CURTAIN LOOKS DAMAGED EVEN IF IT MAY BE FROM THE SAME POINT AND THE TOP FLOOR CURTAIN EVERYTHING IS THE SAME, BUT THE THICKNESS IS DIFFERENT FOR YOUR REQUEST [/NOTE] thanks

 

[mustafaureyen]

thank you Mr. Ismail....

 

[2m proje]

HELLO GET EASY; 1) CAN YOU ADD A REINFORCED CONCRETE TAB TO THE GROUP CURTAIN MENU LIKE THE CURTAIN MENU? AFTER CHANGING THE REINFORCEMENTS, WE HAVE TO GO OUT AND GO AT THE SCREEN AGAIN AND STOP REINFORCED CONCRETE.

It is very difficult to fulfill your request for group curtains. Because only a simple reinforced concrete calculation is not made on group curtains. Many 2018 regulation requirements are met. It's not just about resizing.

2) EARTHQUAKE PARAMETERS DIFFERENCE BETWEEN OUR EARTHQUAKE PARAMETERS AND THE VALUES FROM THE OFFLINE PRESSURE AFTER YOU INPUT THE PROGRAM CORDINATES FROM AFAD, DO YOU HAVE TO RETURN AFTER THE COMMA/RETURN TO THE MUNICIPALITY? The algorithm he uses and the algorithm we use are not exactly the same, we have no idea how they do it. Therefore, these results will never be exactly the same. The fact that the values differ after the comma almost does not change the generated spectrum.

3) THE WATER PRESSURE CURTAIN CONNECTED TO THE CURTAIN MAY BE FROM THE SAME POINT, HOWEVER, IT LOOKS DROPPED IN APPEARANCE AND THE TOP FLOOR CURTAIN EVERYTHING IS THE SAME, HOWEVER THE THICKNESS IS DIFFERENT DIRE WARNING

This request is already among our notes

for your attention. Especially in the case of reinforcement diameter changes in elements such as Raft Foundation, Slab and Group curtain, a Reinforced Concrete button is needed to see the reinforcement placement without the need to analyze the whole structure again. While trying to choose the most ideal reinforcement diameter and spacing, we may have to analyze the entire structure many times. I know that you are working on the arrangement of reinforcements for floors, maybe you will consider this suggestion within this framework. Best regards.