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Turkish First of all, I wish you a good work ... I have one type lodging project, the project of which was made in 83. I entered the program in accordance with the dimensions and dimensions of the column beams and the reinforcements in the project, and locked them from the lock tab. However, I had a little trouble with crossties and stirrups. There are double stirrups in some columns, for example, there are double stirrups in the form of square and rhombus in square columns, how can I enter this in the program as 2 jumps each, or is there not such an option NOTE: Smash the objects one layer from the column application plan I can do it this way by drawing crossties or stirrups from the draw tab, but is there a way to do this from the reinforced concrete tab.... Thank you in advance for your cvps and I wish you a good work.
reinforcement project stirrups and crossties
- Thread starter etriye
- Start date
cenksonmez
New Member
Do not worry, they did not manufacture double stirrups at that time.
HakanŞahin
Administrator
Hello, In terms of performance analysis, the important thing is to give the shearing capacities of the existing elements to the program. enough to provide the "transverse reinforcement capacity" e will suffice. During the performance analysis, you have the chance to consider the column crossties. This option only allows you to edit stirrups. (or if the option is checked, for 8 transverse reinforcement, your capacities will increase automatically according to the 25fi condition) It is also important that you notify the program whether there is a stirrup tightening in the elements. (In column settings) In terms of drawing, you can make the desired layout by drawing stirrups/draw crosses in the column application. However, these will only be 2D changes. Good work"etriye":2w2afwwq" said:
Hello, In terms of performance analysis; The important thing is to give the cutting capacities of the existing elements to the program. It will be sufficient to define the amount of stirrups that can provide the "current transverse reinforcement capacity" in the columns. You have the chance to consider the column crossties during the performance analysis. This option allows you to edit only stirrups. (or if the option is checked, for 8 transverse reinforcement, your capacities will increase automatically according to the 25fi condition) It is also important that you notify the program whether there is a stirrup tightening in the elements. (In column settings) In terms of drawing, you can make the desired layout by drawing stirrups/draw crosses in the column application. However, these will only be 2D changes. Good work[/quote] first of all, thank you for your interest... Hakan, you have the chance to take into account/not take into account the colon crossties during the performance analysis. you said it like that ... do you have a chance to explain how we do this in the program, thank you, I wish you a good work....
HakanŞahin
Administrator
Analysis settings, Strengthening tab... It is also displayed when you run the performance analysis."etriye":shdy5kif" said:
I'm sorry, I misunderstood this part... I mean, for example, in the reinforced concrete column tab, under the heading of columns, there are fix reinforcement column name floor column width length and stirrup tabs, let's say we set our stirrups here, but I know it right, you can't interfere with the crossties, right?? if we say don't take the tie into consideration in the calculation of vr in linear performance, the tie is not taken into account, but which tie because there is no tie we have defined in the system... it is not defined here, but is the program based on the tie in the earthquake code of that period (75 -97 -2007 whichever it is)?? To give an example, the kiroz account in the 2007 regulation, as you mentioned in your article at the following address
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HakanŞahin
Administrator
You are welcome... In the column reinforced concrete dialog, you need to define the stirrup diameter and spacing that will meet the "current transverse reinforcement capacity". Don't think of it as crossbones/stirrup placement, think of it as the diameter and spacing of the meatloaf, which represents the total cutting capacity. (I mentioned the option so you don't have to deal with kippers). When you calculate with the 1975 earthquake regulation, you may not be able to obtain a regulation according to the question you asked. Because, in the 75th regulation, the calculation of transverse reinforcement was in question for the middle region... In the compaction region, the minimum conditions were valid."stirrup":1x4wyzqw" said:sorry I misrepresented, I know this part... I mean, for example, in the reinforced concrete column tab, under the heading of columns, there are reinforcement fixes, column name, floor column width, length and stirrup tabs, let's say we set our stirrups here, but there is an intervention on the tie Can't I know right?? If we say don't take the tie into consideration in vr calculation in linear performance, the tie is not taken into account, but which tie because there is no tie we define in the system...it is not defined here, but is it based on the tie in the earthquake code of that period (75 -97 -2007 whichever it is) If we give an example, the kiroz account in the 2007 regulation, as you mentioned in your article at the following addressYou do not have permission to view link Log in or register now.is done in this way, if the 1975 regulation is chosen, will it be detailed according to the regulation of that time? NOTE: I do not know much about the 1975 regulation I would appreciate it if you ignore my shortcomings in this matter in advancethank you again for your interest