Do not enter panel earth load.

[mertelgun]

1- Definition of Loading Status 2- Definition of Soil Load Combinations Definition of Horizontal Load to the Panels ( There is no expression indicating the direction of the load in the section, I do the first 2 items, then I click on the panel, I click on the panel, the arrow does not appear. )

 

[HakanŞahin]

1- Defining Loading Status 2- Defining Soil Load Combinations Defining Horizontal Load to the Panels ( there is no statement indicating the direction of the load in the section, I do the first 2 items, then I click add horizontal load to the panel, I click on the panel, the arrow does not appear.)

Select the curtain. Right click on the curtain. Click on the curtain horizontal load under add load from the drop-down menu. When you move the mouse, you will see the arrow showing the direction of the load. Determine the direction of the arrow and click the left button again.

 

[mertelgun]

I SAY ADD LOAD, I HAVE ONLY POINT LOAD, PROPERLY DISTRIBUTED LOAD, ADD TRAPEZE LOAD BUTTONS. NO PANEL HORIZONTAL LOAD AND PANEL VERTICAL LOAD BUTTONS.

 

[HakanŞahin]

I SAY ADD LOAD I HAVE ONLY POINT LOAD, PROPERLY DISTRIBUTED LOAD, ADD TRAPEZE LOAD BUTTONS. THE PANEL HAS HORIZONTAL LOAD AND THE PANEL VERTICAL LOAD BUTTONS.

I think you are using the curtain column object, version 7 Define it with the panel object, not with .

 

[mertelgun]

I SOLVED THE PROBLEM, WHEN I MADE THE PANEL WITH THE MODEL AS A SHELL, THE PROBLEM IS GONE. I HAVE WRITTEN THE EARTHLOAD VALUES FROM THE PREVIOUS EXPLANATIONS. VALUE 1, VALUE 2, BOTTOM DISTANCE UPPER DISTANCE (HOW THE VALUES ARE DETERMINED.) AND I LOOKED AT THE REPORT FOR UPLOADING. THE SCREEN I LOADED IN BODRUM ALSO USED ONLY 0.9G+1.6H COMBINATION. 1.6H AND 0.9G+1.6H.

 

[HakanŞahin]

I SOLVED THE PROBLEM, WHEN I MADE THE PANEL WITH THE MODEL, THE PROBLEM WAS GONE. I TAKEN THE EARTHLOAD VALUES FROM THE PREVIOUS STATEMENTS. VALUE 1, VALUE 2, VALUE AT THE LOWER DISTANCE. I LOOKED AT THE REPORT FOR THE CURTAIN I UPLOAD IN BODRUM ALSO USED ONLY 0.9G+1.6H COMBINATION. I FIRST WRITE TWO COMBINATIONS 1.4G+1.6Q+1.6H AND 0.9G+1.6H.

You can see in the diagram given on the screen: Value 1 , Value 2 : Load value Lower distance (L1): The distance of the load from the lower end of the element Upper distance (L2): The distance of the load from the upper end of the element Probably 0.9G+1.6H loading at that curtain creates more As, therefore 0.9G+ The 1.6H combination is active. You can also see the effects of the 1.4G+1.6Q+1.6H combination from the element end forces. Go to the Column Reinforced Concrete. Look at the "Force and Reinforcement Fields" tab.

 

[mertelgun]

THANK YOU.

 

[seductive]

Can we visually see the horizontal soil load we have entered? In the perspective section, there are those who choose the 3D tab from the right button and make a statement that it is visible from the results section, but when I right click, a tab does not appear in 3D. Could it be because I'm not in the classic look?

 

[Levent Özpak]

Can we visually see the horizontal soil load we entered? There are some people who made a statement that by selecting the 3D tab from the right button in the perspective section and making it visible from the results section, but when I right click, the 3D tab does not appear. Maybe it's because I'm not in the classic view Is it?

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