Curtain horizontal loading problem

[yeni_kullanici]

Friends, I cannot define a load in horizontal loading on curtains, even if it is defined, the program does not seem to take this into account. Especially this problem is valid for curtains with XX direction, YY or oblique ones do not have this problem or at least I didn't notice it. I think this will be fixed with version 7.018, but the problem still persists. Is there a way to eliminate this or will we wait for another update? Good work,

 

[HakanŞahin]

Friends, I cannot define load in horizontal loading on curtains, even if it is defined, the program does not take it into account

I suggest you to check whether your data entry is correct in the light of the information described in the links below. Column, Defining External Loads on Panels and Beams:

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Defining Earth Load on Panels:[/b ]

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Definition of Coordinate System and Element End Force Directions:

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Especially this problem applies to curtains with XX direction, YY or oblique ones this problem is not encountered, or at least I did not notice it. I think this will be fixed with version 7.018, but the problem still persists. Is there a way to eliminate this or will we wait for another update?

There is no problem that we know of in defining the load. By defining the problem more clearly; Can you add the project that you think is the problem to the message?

 

[yeni_kullanici]

I cannot assign a load in YY direction to the P12 curtain in the project in the example.

 

[HakanŞahin]

We did not see any problems. As an example, I defined a load on the P13 bulkhead in the y direction of soil loading. You can view the project. You can define the load in line with the information I gave in my previous message.

 

[yeni_kullanici]

The event develops as in the attached file from my point of view.

 

[Levent Özpak]

The event develops as in the attached file from my point of view.

If you click while the arrows showing the load direction are perpendicular to the panel, your problem will be solved. If you are having trouble making this definition, we can provide remote access support to your computer if you contact us by phone. tel: 0-224-220 67 17

 

[seductive]

We did not see any problems. For example, I defined a load in the y-direction soil loading on the P13 curtain. You can look at the project. You can define the load according to the information I gave in my previous message.

WHICH TO SEE THE DEFINED PANEL LOADS IT IS NECESSARY TO DO THE OPERATION NOTE: 3D OPTION DOES NOT APPEAR WHEN CLICKING RIGHT ON THE PERSPECTIVE SCREEN.

 

[Levent Özpak]

[ WHICH OPERATION IS REQUIRED TO SEE THE DEFINED PANEL LOADS? NOTE: 3D OPTION DOES NOT OPEN ON THE PERSPECTIVE SCREEN. ; -Press the right button in the perspective window. -Click Analysis Model or Analysis System Display Options from the drop-down menu. -In the Visualization dialog that opens, in the Loads tab, select the load that you have defined from the "User Defined" Combination section.

 

[m.murat.cakar]

horizontal title in my group curtain it says Q8/8 in the horizontal title part of my group curtain, it gives an error when I change it, can you help me about it?

 

[m.murat.cakar]

8 reinforcement bars to a column with 8 intervals, stirrups in this range is impossible, but I can't fix it.

 

[Levent Özpak]

Re: horizontal title

in my group curtain, it says Q8/8 in the horizontal title section of my group curtain, it gives an error when I change it. Can you help with this

8 reinforcement to a column with 8 intervals is impossible to stir in this interval, but I cannot fix

Hello, TBDY 2018 conditions are applied for minimum transverse reinforcement conditions for columns and walls. In columns, the spacing of the stirrup/cross tie cannot be more than 1/3 of the smallest section size and 6 times the longitudinal reinforcement diameter. The end zone stirrup spacing along the critical wall height in walls cannot be more than 6 times the smallest longitudinal reinforcement diameter and 1/3 of the wall thickness.