Why ETABS Takes Too Long to Run Analysis | How to Avoid It
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- เผยแพร่เมื่อ 23 ก.ค. 2024
- These reasons might be the cause of the slow analysis of your ETABS model, check it out to avoid them.
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These reasons might be the cause of the slow analysis of your ETABS model, check it out to avoid them.
Excelent, thank you for your help. I have done everything but my model does not run quickly perhaps I have a lot of elements and I need to merge them..
Hy, thanks for the video. My system is good for analysis purposes but now in this building's model the etabs is not performing the analysis beyond 75% for MODAL case alone. Do you know the reason behind this, please?
I have PC with pretty high specs but when I run analysis it only uses only 5 % of the processor and 15 % of RAM is it some kind of solution to increase consumption of specs and speed accordingly?
Sir, which specifications, processor, are recommended to buy a new laptop for both etabs,, stadd pro. With enough budget
Changing advance sapfire options to standard solver also will help us and changing vectors also.
Using a Standard Solver keeps the model to analyze a lot more time than usual as it can be used if we want to identify the model instability and therefore needed a detailed analysis. I prefer the Advanced Solver option.
Hallo guys.. i have question, why steel calested can't put ratio after running in etabs 2018.. but any steel a have output ratio..
, I am facing a problem with the model analysis stopping in the case of p-delta. I could not solve the problem. Please help me in this matter,
Help us on wind dynamics. Fundamentals and codal provisions for both small and high rise structures.
Sure. We will consider that topic in our future videos! cheers!
I am working on 81 story building, and did sequence analysis. doing it story by story takes 8 days. doing it per two story takes one and half hours. can you do any comment ?
Thank you for the video. very useful sir. But please tell whether we can get the total quantity of rebar in weight for the whole structure like in staadpro take off option? if yes please suggest me the steps and commands sir. Thank you
I think ETABS doesn't support that option. I never encountered as such, so far.
"maximum number of null steps reached for case p-delta"
this error is happening
please give solution for this
40 min to 4! Thanks!
what factor that cause number of modes too much?
Sir, After Etab analysis and design results..How to check the software analysis and design results are correct are not...If i do manually, it will take long time process.Is there any cross checking method. Pls do that type of video..It will be very useful to others and me
yeah sure, we will consider that topic in our future uploads! cheers!
Yes kindly do a video on what parameters to check to compare results of software and manual caculations.
Sir I have a problem my etabs run analysis does not show the result so kindly tell the solution of this
Same here
Hello sir, i'm doing a pushover analysis on stepback & stepback-setback buildings in ETABS 16.2.1.. and when i run the analysis its taking almost 12+ hours to complete the analysis.. i have tried almost all the suggested reasons in this video but still i'm dealing with the same problem.. please do help me sir..
thanks a lot :)
Hi, did you manage to solve the slow running of your model?
I also facing same issue.