Opinions questions about the use of Reinforced Concrete Design

Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Is nonlinear time-history analysis considered for existing and new structures in the new version?
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"2nmuhendislik":g9x1m796" said:
I wonder if nonlinear time-history analysis is considered for existing and new structures in the new version?
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Time History already It is in the program. It is planned to add inelastic (nonlinear) Time history in terms of material. The version to be added may be version 9, as well as later versions. It will probably be a later version.
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions FRIENDS, IS THE FEATURE OF TAKING ALL THE DRAWINGS AT THE SAME TIME IN THE DRAWING SETTINGS OR DO WE HAVE TO PICK THE FLOOR BY CHOOSING ONE STORY? FOR EXAMPLE, I TAKE COLUMN DETAILS ON THE BASIS OF A SINGLE FLOOR BUT I DRAW EVERY FLOOR SEPARATELY. DO WE HAVE A CHANCE TO ORDER THEM ALL IN THE SAME PLAN? THE SAME APPLIES TO ELEMENTS LIKE BEAMS AND CURTAINS ETC. I BELIEVE THE PATTERN PLANS HAS A TAB TO DRAW ALL FLOORES. BUT IT DOESN'T PUT INTO A SINGLE SHEET THERE, IT TAKES IT SEPARATELY, BUT THAT ALSO WORKS FOR US. GOOD WORK REGARDS...
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"zalman":6ghy26pn" said:
FRIENDS DOES THE DRAWING SETTINGS HAVE THE FEATURE TO TAKE ALL THE DRAWINGS AT THE SAME TIME OR DO WE HAVE TO TAKE THE FEATURES BY CHOOSING SINGLE FLOORS. I TAKE ON BASIS, BUT I DRAW EACH FLOOR SEPARATELY. DO WE HAVE A CHANCE TO ORDER THEM ALL IN THE SAME Plot. THE SAME APPLIES TO ELEMENTS LIKE BEAMS AND CURTAINS ETC. I FEEL AT THE SINGLE PATTERN PLANTS FOR THE SERVICE PATTERN PLANS FOR THE SERVICE PATTERN AT THE SIDE PATTERN AT THE TIME PLAY GOOD WORK REGARDS...
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Hello, Drawings are taken separately, except for column application plans. You can arrange the drawings side by side in a sheet with the copy ( CTRL + C ) paste ( CTRL + V ) method. between.
 
Re: Opinions and questions about using ideCAD Reinforced Concrete 8 THANK YOU FOR YOUR STATEMENT. SOME THINGS ARE NOT ESSENTIAL, WE ARE DOING AS YOU RIGHT NOW, WE FIND SOME THINGS LATER, THAT'S WHY I WANTED TO ASK THAT, BECAUSE IT HAS EXISTED...
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions BECAUSE I'M NEW IN THE FORUM, I WRITE IT AS I RECOGNIZED... IT WAS AN OPTION IF THE MAIN STRIKE OUTSIDE ON BEAMS AND LONG RECTANGULAR COLUMNS WAS AN OPTION. SUCH A REQUEST HAS HAPPENED BEFORE...
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"zalman":2rvd2dbo" said:
I'M NEW ON THE FORUM, BECAUSE I WRITE IT AS I RECOGNIZED... EXTERNAL SERVICE IN OUTSIDE QUARTER COLUMNS ON BEAMS AND LONG RECTANGULAR COLUMNS IT WOULD BE BEAUTIFUL IF IT WAS AN OPTION. MAYBE, THERE WAS A REQUEST BEFORE...
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You're not alone, we sent the same request to them. It's among the things to do ;) The subject of drawing stirrups in a similar way in some columns. Because a single stirrup is drawn in a 30x150 column, two stirrups of equal length are drawn in 70x120. It would be more useful if we could intervene with the stirrup type. There is nothing in the regulation about two stirrups of equal length, but as if it is always necessary to make one full-turn stirrup in the columns.
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions I think it is always necessary to make one full-turn stirrup on the columns. Yes, you explained the reason, that's what I thought, thank you.
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions One of my questions will be... will it have an effect or what effect will it have...
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"zalman":ys5p13pf" said:
One of my questions will be... I don't know if anyone has asked before, but will this have a big impact on the accounts...
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Your question is explained in the attached link. 5&t=812&p=4367&hilit=effect#p4367]viewtopic.php?f=5&t=812&p=4367&hilit=effect#p4367[/url]
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Friends, can we define different elevations for the I and J ends for the curtain element in the program, I did not see such an option...
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello, Beams that are weakly connected to the curtains have beams without stirrup tightening. Why does this occur? The model is attached.
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"MaFiAMaX":2orqvdse" said:
Hi, Beams that are weakly attached to the curtains have beams without stirrup tightening. Why does this occur? The model is attached. [/quote ] Hello Mr. Erhan, It is among our notes that stirrups are not tightened in beams that are weakly connected to the curtain. The problem has been fixed in the next version. Thank you for your report. Good work
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Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Maybe it is something that is rarely used, but in column application, only scanning and copying of column vertical reinforcements or measuring intermediate distances causes problems, maybe there is a different method to measure it as a full size, but I do not know. If I wish, it is possible to draw a circle outside the reinforcements, as in the beams.
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions
"zalman":16vwdpxl" said:
Maybe it is something that is used very little, but in the column application, scanning the column vertical reinforcements only, copying them or measuring the intermediate distances may also cause problems. There is a different method to measure it exactly, but I don't know. If I wish, it is possible to draw a circle around the outside of the reinforcement, as in the beams... Regards...
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Hello, No problem has been detected in the column application plan for copying the reinforcement and measuring the distance. Can you detail the problem on a sample drawing?Also, if you want the longitudinal reinforcements to be hollow in the column application plan, you can uncheck the "paint inside" line from the properties of the circles after breaking them with the "break object" command.
 
Re: Opinions about the use of ideCAD Reinforced Concrete 8 questions Hello, No problems have been detected in the column application plan regarding the copying of reinforcements and distance measurement. Could you elaborate on your problem on a sample drawing? Also, if you want the longitudinal reinforcements to be hollow in the column application plan, you can uncheck the "paint inside" line from the properties of the circles after splitting them with the "split object" command. Good work[/quote] Hello Mr. Levent... What you answered was something I didn't know :) I didn't mention it as a problem anyway, but I'm sorry if it was understood that way... I saw the painted part of the apartment for the first time after the object was destroyed, which was exactly what I wanted. To perform measurement and other operations from center to center. Thanks for your reply, regards...
 
Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello, I am getting the error Weak Stiff, ni<0.60 ,Increase System Rigidity. As I understood from the ideCAD version 8 user manual, I increased the cross-sections of the columns to increase the rigidity, but I could not solve the problem. In addition, the foundation under the S06 and S07 columns on the ground floor, which is designed in stages, will be built on the filled soil during the production phase (after the excavation is done). I think that it will be too much to settle on the foundation to be built on the filled soil. What are you thinking ? I'm new to the program, if there is another place you see troublesome, please help. Thanks.
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Re: Opinions about using ideCAD Reinforced Concrete 8 questions Hello OguzhanSoydas --mark Ritz method --1. remove the flood marks of the curtains in the basement. IT IS SOLVING BUT IF IT WAS ME; My suggestions --Build on the fill, --I avoid stepping on the foundation of the building --Ladder bracing is missing, it is not a customary practice to sit on a console on the mezzanine inside the building --check the wall loads --Let the beams center the columns, d Do not overflow more than /2 --make the narrow side of the columns 30 cm --Correct errors in geometry control Take it easy Ünver ÖZCAN
 
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