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Manual vs Etabs vs Prota Structure vs Staad Pro vs Autodesk Robot | Reaction Result Comparison 

DECODE BD
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#Etabs #ProtaStructure #StaadPro
Watch Reaction Result Comparison in between these commonly used programs.
Try Prota Structure using this link- www.protasoftw...
For Quotation- www.protasoftw...
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Etabs,Prota Structure,Staad Pro, Autodesk Robot, Result Comparison, Manual Load Calculation, Structural Design, Structural Design Programs, Structural Design Software
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21 окт 2024

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Комментарии : 28   
@kimcyrusm8995
@kimcyrusm8995 Год назад
What I love about Protastructure is its concrete designer
@gandhihammoud7252
@gandhihammoud7252 2 года назад
try to use grid 5.3x5.3 in prota structure and move the columns and beams to get outside distances 5.3x5.3 , in this case you will get a slab of 5.3x5.3 instead of 5x5
@Engrwaleed555
@Engrwaleed555 10 месяцев назад
That exactly what i was thinking.
@murtadhaabddulkareem7913
@murtadhaabddulkareem7913 2 года назад
Thanks, Please more conceptual videos not only how to use software. Also please disable the click sound. :D I felt I am working in windows 98 environment.,
@Hangool_Academy
@Hangool_Academy Год назад
Which one is easier to use brother, I have robot
@hcStructuralDesigns
@hcStructuralDesigns 2 года назад
Sir, you could considered cype cad also for comparison.
@azmat_waseem
@azmat_waseem 2 года назад
One Humble request for PEB with DL+LL+WL+EL+Crane Load Modeling, analysis & Design with PHYSICAL MODELING in STAAD PRO CONNECT EDITION V22 UPDATE 9.... Because i heard, we can model as similar as in site, like with member offsets.... Thank you....
@Decodebd
@Decodebd 2 года назад
Noted.
@gandhihammoud7252
@gandhihammoud7252 2 года назад
Thank you for the explanation, but please be aware that the slab load should be distributed on 5.3x5.3 and not on 5x5 in your excel sheet (manual calculation), my best wishes
@Decodebd
@Decodebd 2 года назад
That one I have explained in the later portion of the video. Please check the complete video.
@ronnie9096
@ronnie9096 2 года назад
I guess your manual calculation is not conforming with software calculation because all the structural members are connected through axial lines i.e analytically you have to consider 5 m x 5 m slab dimension and beam length as 5m then the self-weight will match cent percent. check all the analytical dimensions of the slab shown in your various software example. Besides, the unit weight of concrete as per the American code is 23.5631, 24, 23.6 & 23.5616 kN/m3 for Etabs, Prota. Robot and Staad pro respectively. Unit weight is slightly different for different countries' codes. For Manual checking and comparison, you have to conform to the analytical model, not the physical model. In your manual calculation, you are considering only 4.4m but all the 4 software is considering 5m as per your modeling. Therefore, the self-weight of your structure will be different from the manual calculation. And Differences/variations in software results are due to variations in unit weight considered by different software as mentioned above.
@samseg7743
@samseg7743 11 месяцев назад
I also noticed prota structure slab load is slightly higher when compared with manual calculation
@prasadankam
@prasadankam 2 года назад
Hello Sir, Thanks for the Videos....... They are very informative. I have a few questions regarding the modelling in etabs and staad pro. When we have framing system where beams doesn't rest on columns, (which is very common in residential buildings) I have found different results after analysis in staad and etabs. I know etabs have effective factors for sway and non sway and in staad we only provide effective length factor as 0.85. Can we change the effective length factors in etabs and in what cases we can change those sway factors ?? I am asking this question because I am getting a lot of reinforcement even for a small building in etabs. Thanks for your time.
@masmhmd2488
@masmhmd2488 2 года назад
Thanks Sir, that was nice explanation. Could you please make a video on how to use yield line method in protastructure for solid slabs analysis? I've never found any video for this in youtube
@engmahmoud8518
@engmahmoud8518 2 года назад
I need to know how to modele eccentric footing with strap in protastructure thank you
@gauravpatel1246
@gauravpatel1246 2 года назад
Portra structure are available in Indian code?
@SaifulIslam-db3vo
@SaifulIslam-db3vo 2 года назад
আসসালামু আলাইকুম স্যার, অনলাইনে আপনাদের স্ট্রাকচারাল ডিজাইন এর কোনো কোর্স আছে কি?
@محمدالأسد-ك7ب
@محمدالأسد-ك7ب 2 года назад
What about etabs v20 brother? Is it agood or not? You must explain the program.
@محمدالأسد-ك7ب
@محمدالأسد-ك7ب 2 года назад
What is rhe different between Etabs v19 and v20?
@mechanicosz9337
@mechanicosz9337 2 года назад
Nice video, now do a modal analysis on the same structure to compare the mode shapes and frequencies.
@azmat_waseem
@azmat_waseem 2 года назад
Very Informative... Shukran...
@hasibquazi7994
@hasibquazi7994 2 года назад
Sir etabs takes death load by default no need to take separately.
@Decodebd
@Decodebd 2 года назад
Etabs considers Self weight by default. I haven’t defined that separately. I have separated the Floor finish load as Superimposed Dead Load.
@mdzahidhasankhan4647
@mdzahidhasankhan4647 2 года назад
Thanks a lot.This is the information that I wanted to know❤️
@eng.abdulazizalhrby611
@eng.abdulazizalhrby611 2 года назад
Span is 4.7m not 5m
@dinssefahasen6467
@dinssefahasen6467 2 года назад
Aselamaleykum werahmetullah weberekatihu dear bro please attach the file
@gowthamiv4841
@gowthamiv4841 2 года назад
Video is not clear
@Decodebd
@Decodebd 2 года назад
Check internet speed. Sometimes video quality doesn’t come clear for slower internet speed.
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