Curtain Parameters,Settings

[qwerty]

I'm sorry, I'm going to ask a few more questions, Questions: Curtain Settings Section: S1- Header transverse reinforcement - Do I have to tick the option Use Left-Right header transverse reinforcements in Vr calculation according to TDY2007-3.6.4? Since it is necessary to determine according to the condition of the transverse reinforcement of the body inside the wall end along the Critical Wall Height (3.6.4.1 and 3.6.4.2), can the program make calculations and drawing details according to 3.6.4.1 and 3.6.4.2? If I check it, does it include Vr in the places other than the Critical curtain height? Q2- Why is the ---Accept body transverse reinforcements present in the header--- option needed? Is it an option for the existing structure, not the new one? S3- He mentioned that for the option ---Built-in support at the lower end---, the lower end of the curtains without vertical continuity will be calculated as recessed. I know the program warns as a geometry check when there is no vertical continuity. How does this option benefit the user? Q4- ---Ratio of head reinforcement to total reinforcement--- option: how does it benefit us? What value do I need to enter if I only want the regulation value to be applied? Q5- ---Header region length---When do we need the Find program or Set user option? If the user chooses a smaller value than TDY, does it still apply? According to the entered value (ie, according to the regenerated wall end), all reinforced concrete calculations and other relevant data marked in the parameters (Ratio of Head reinforcement - total reinforcement, Consider the body transverse reinforcements in the header, Head transverse reinforcement - Use Left-Right header transverse reinforcements in the calculation of Vr) ) according to interactive recalculation? Q6- How can I include a column of the same thickness adjacent to the wall as a wall end in the analysis? Then drawing? Reinforcement Selection: S7- Reinforcement definitions in Shear Reinforcement selection are given as Vertical, End region vertical, Stirrup, End region stirrup How can we determine the Horizontal Body reinforcement? Pitch Parameters Section: S8- ---Min tip pursantaj--- and ---Min body pursantaj--- when there is ---Min pursantaj (longitudinal-transverse)--- and ---Max pursantaj--- why given ? S9- According to TDY2007, the pursantage value for the Critical curtain height should be 0.002 at the minimum, while it should be 0.001 for the outside. However, only 1 value ---Min tip price---can be specified in the parameters. In this case, is it possible that we cannot take one of them into consideration? S10- Does it not control the curtain thickness under any circumstances?

 

[HakanŞahin]

S1- Header transverse reinforcement - Do I have to tick the Use left-right header transverse reinforcements in Vr calculation option according to TDY2007-3.6.4? Since it is necessary to determine according to the condition of the transverse reinforcement of the body inside the wall end along the Critical Wall Height (3.6.4.1 and 3.6.4.2), can the program make calculations and drawing details according to 3.6.4.1 and 3.6.4.2? If I mark it, does it include the Vr account in places other than the Critical curtain height?

Normally, you should not leave it checked. Program header stirrups are not extended into the body. Curtain details are also prepared accordingly. According to 3.6.4.2, automatic drawing detail cannot be obtained. If you tick the option, the head stirrups inside or outside the critical zone are used in the curtain Vr calculation. Otherwise, only the middle region stirrups are used in the calculation of Vr.

S2- Why is the ---Accept body transverse reinforcements present in the header--- option needed? Is it an option for the existing structure rather than the new structure?

It is used when the body horizontal reinforcement is not extended to the end of the header. The program draws the horizontal reinforcement of the body according to the situation when the head is extended to the end.

S3- He mentioned that for the option ---Recessed support at the lower end--- the lower end of the curtains without vertical continuity will be calculated as recessed. I know the program warns as a geometry check when there is no vertical continuity. How does this option benefit the user?

Normally it is not required and should be left checked. In cases where the curtain fits into the floor, if the "option is not checked", the curtain finite elements are connected to the floor finite elements. Curtain-flooring can be solved together.

S4- ---Ratio of head reinforcement - total reinforcement--- option: how does it benefit us? If I only want the regulation value to be applied, what value do I need to enter?

It determines the ratio of the reinforcement amount calculated from the design moment to the head and body. The benefit allows you to program curtain end/stem reinforcement placement. Regulation values are always applied. For example, 100 cm2 reinforcement is calculated from the design moment on the wall. If the parameter is given as 50%, 25, 25 cm2 reinforcement is placed at the ends and 50 cm2 reinforcement is placed on the body. 25 and 50 cm2 reinforcement area is never chosen less than the reinforcement area found from the reinforcement price given in TDY 2007. The program checks automatically.

S5- ---Header region length---When do we need the Find program or set by user option?

You may need it when you want to apply different end zones outside the regulation. For example, if you want to use the same cap reinforcement throughout the entire floor, or to include the adjacent column in the cap area...

If the user chooses a smaller value than TDY, will they still apply?

Applies

According to the entered value (ie the regenerated wall end), all reinforced concrete calculations and other relevant data marked in the parameters (Ratio of Head reinforcement - total reinforcement, Consider the body transverse reinforcements in the header, Head transverse reinforcement - Left) -Does interactive recalculation according to the right header transverse reinforcements (Use Vr calculation)?

It does.

Q6- How can I include a column of the same thickness adjacent to the wall in the analysis as the curtain end? Then in the drawing?

The column as curtain end is always included in the analysis by dividing it by finite elements. It is not shown in the drawing. Curtain title regions are created within themselves. The colon is not included. Please see the answer to the previous question...

S7- Reinforcement definitions are given as Vertical, End region vertical, Stirrup and End region stirrup in Shear Reinforcement selection. How can we determine the horizontal body reinforcement?

Stirrup is the horizontal body reinforcement.

S8- ---Min pursantaj--- and ---Min trunk pursantaj--- while there is ---Min pursantaj (longitudinal-transverse)--- and ---Max pursantaj--- why is it given?

Min pursantage (longitudinal-transverse) has been given in accordance with TDY article 3.6.3.1. The relevant article has the condition that the cross-sectional area of the web reinforcement shall not be less than 0.0025 for each of the horizontal and vertical reinforcements . Other rates are valid on their own. (No matter what value is given, the reinforcement ratio less than the regulation condition will not be valid.)

S9- According to TDY2007, the pursantage value should be 0.002 for the Critical wall height, while it should be 0.001 for the outside. However, only 1 value ---Min tip price---can be specified in the parameters. In this case, is it possible for us to not be able to evaluate one of them?

The condition "While the value of the pursantage for the critical curtain height is 0.002 minimum, 0.001 for the outside" is always checked. No matter what value is given, reinforcement rate less than the regulation condition is not considered valid.

S10- Does it not control the wall thickness under any circumstances?

Geometry control is checked according to 3.6.2.1 and the user is warned.