Scaffold section insufficient problem

[mahirinci]

HELLO THERE; IN THE SCAFFOLDING PROJECTS I HAVE SOLVED, I FACE THE PROBLEM OF SECTION INSUFFICIENCY IN BEAM AND COLUMNS. I DID SOME RESEARCH ON THE INTERNET FOR SCAFFOLDING ELEMENT PIPE DIAMETER. THE PIPE DIAMETERS 48.3.3 AND 48.3.5 ARE USED BY MOST COMPANIES I LOOKED IN. HOWEVER, WHEN I SELECTED THESE DIAMETER IN THE SCAFFOLDING PROJECT, IT GIVES A SECTION INSUFFICIENCY IN MATERIAL AND SECTION CONTROLS. HOW DO I OVERCOME THIS PROBLEM? I would appreciate if you could give an urgent answer.

 

[oguzcan]

Hello there; The reason for the lack of section can be found by examining the analysis model. Anchors must be defined in the right places and loads must be defined correctly. You can check that the anchors are in the right places from the analysis model-deformation tab. If you send your project, I can help you better with section deficiencies. Best regards...

 

[mahirinci]

Thank you for your reply, I am uploading the file. download link:

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in the project 3 beams also give section insufficiency. I would be very grateful if you could reply as soon as possible.

 

[nurgulkaya]

Hello there ; User defined wall load = 0.365 tf/m^2 for elements modeled with beams in all scaffoldings in your project. If you make these loads 0, there will be no problem.

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you can download. Good work.

 

[mahirinci]

Hello there; Thank you for your answer. However, when I re-analyzed the load on the beams by 0 on the file I sent you, the error of objects with insufficient cross-section on the beams did not go away. The errors in the file you uploaded seem to have been fixed. I still get the errors when I try to do it myself. why is this caused? in the same way, when I analyzed the file you sent me again, I encountered a lot of insufficient sections. I am attaching your file. When we reanalyze it, why did it give a lack of cross-section?

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[nurgulkaya]

Hello there; The problem may be caused by the version you are using. If you are using version 8.500, change the cs coefficient to 0.3 cd coefficient to 0.1 from the wind loads section in the analysis settings. Good work.

 

[actombo]

Hi; The problem may be caused by the version you are using. If you are using version 8.500, change the cs coefficient to 0.3 cd coefficient to 0.1 from the wind loads section in the analysis settings. Good work.

hello, nurgül lady. ladders in my drawing it doesn't show up even though it is selected in the settings tab.

 

[nurgulkaya]

Hello there;

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to the answer containing the image I entered on page 2 If you look, you can find a solution.

 

[aksmuhendislik]

Hi; The problem may be caused by the version you are using. If you are using version 8.500, change the cs coefficient to 0.3 cd coefficient to 0.1 from the wind loads section in the analysis settings. Good work.

Hello Nurgül, 1- Cs How is the Cd value determined? 2-Do we get 0.3-0.1 for all scaffolding types? 3-According to the standard market 2*2 scaffold sizes, the anchors do not coincide with the column beam level (with a few exceptions) what can be done about this? 4 - Self and live loads are already present when the program is first opened. Do we have to change them? (flooring, beams, etc.) 5- Do we change the wind speed? (according to the region) 6-What are the things we should pay attention to before giving our project to the administrative control units? for...) thanks in advance

 

[nurgulkaya]

Hello there; 1- For Cs and Cd values, you should look at TS EN 1991-1-4 and enter a coefficient accordingly.

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is in the scaffolding tutorial at this link.

 

[aksmuhendislik]

Thank you for your interest

 

[aksmuhendislik]

Hello again, I have an existing building with z+1+2 floors, the administration requested a performance analysis for the license of the founder's course. My questions are: 1- IS IT POSSIBLE TO MAKE THE EVALUATION ACCORDING TO THE SGDT WITH LINEAR PERFORMANCE ANALYSIS? HOW TO EVALUATE BRIEF IF POSSIBLE 2-Does IDECAD ANALYZE ACCORDING TO SHGDT? HOW TO DO IT IF IT DOES IT 3- WE HAVE DONE ALL THE TESTS AND EXPERIMENTS RELATED TO THE CONSTRUCTION AND WE WILL ANALYSIS ONLY IN THE PROGRAM, WE WOULD LOVE IT IF YOU TELL ME BRIEFLY WHAT WE NEED TO DO ABOUT THIS ANALYSIS. THANKS IN NOW

 

[Levent Özpak]

Hello again, I have an existing building with z+1+2 floors and requested a performance analysis for the license of the administration course. My questions are: 1- IS IT POSSIBLE TO MAKE THE EVALUATION ACCORDING TO THE ŞGDT WITH LINEAR PERFORMANCE ANALYSIS? WE WILL ANALYSIS, IF YOU TELL US BRIEFLY WHAT WE NEED TO DO ABOUT THIS ANALYSIS, WE WOULD LIKE IT AND THANKS IN NOW

Hello, Linear Performance analysis is performed according to SGDT (evaluation and design according to deformation) and with the following link, which is explained in TBDY 2018 15.5. Good work

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[aksmuhendislik]

Thank you for your interest Mr.