STAAD Pro Tutorial For Beginners [Eposide 2]: Analysis of a Beam
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- Опубліковано 29 лип 2024
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I think this is one of the best tutorial online on STAAD Pro, welldone!!
Thank you.
exactly thank you engineering academy
Well said. Keep up sir....
36:11 why the d2 is 0, not 6 whereas d2 is the distance from the end side of the beam to other side which is of 6m
Amazing tutorial, fast and easy to follow!
This is the best video of Staad pro for beginners, Thank you so much!!
Amazing sir... simple and easy to understand, not done complicated as others 🙂 thank u 🙏 for ur patience and steady and slow teaching procedure😊😊👍👍
very good explanation , im always trying to watch you lecture every day sir
SIMPLICITY, EXCELLENCE....GREAT EFFORT SIR
Thank you Engineering Academy and Mr.Gokul Saud for such a wonderful & crystal clear explanation. Even the class room lectures may not be this much perfection. God bless you.
Thanks a lot sir,,,,you have cleared my lots of concept
Fast and easy steps ☺️
Very nice sir..,
Thank you so much ❤️
Thank you so much sir.
Ur explanation is awesome and very easy to understand.
This is one of the best explanation
Awesome classes yaae i enjoyed them..he is teaching Very clearly
one of the best playlist i have in my save list
really nice ,and helpful .keep diong it well sir .once again alot ofthanks ...
Sir, thank you so much for your explained in detail.
Excellent tutorial, very well explained 👍👍👍👍👍
THANK U so much sir for this video..it really helps to me
Thanks a lot for the shared knowledge.
This is very simple understanding tutorial.I need all the episodes
What a teaching......👌👌👌👌thank you so much sir......
Done good job
I have a quary, I applied UDL as u explain unit for it KN-m/m is shown, and Reactions analysis is also changed, even I followed as u explain, please guide
truly gawang pinoy. oragon talaga.
Thank you very much sir,you have explained very well.
There are no words to compliment
Sir, did you designed and analyzed the bridge if u did, soo plzz share the video link. Sir
THANK YOU SO MUCH SIR.
Nice "Eposide 2" ;). Nah, just kidding about the title name. Thanks for sharing these Staad Pro tutorials.
very good explaining thank you so much sir
Hai sir would you explain how to compare the results of manual Calculations with staad results
thankyou good sir for an amazing explaination
Very good and detailed video. Thank you for sharing
What a beautiful and detailed explanation.
Thank you🙏👍
Thank you so much 😊
very good explanation...very helpful also..
very clear explanation of the concept
Thank you sir
✌✌
Please load one more about full building
One of the best tutorial
Excellent teaching sir thank you so much 🙏
Really helpful,Thank you so much sir
Best Explanation 👏👏
Thank you so much, sir.
I did as you explained in the video for beam analysis but could not analyze the model beam ! Displayed the error massage "! Fatal Error: Can not start analysis Engine" after click of run analysis command. What is the problem ?
This is the best one
Thanks ❤
Excellent sir
Very nicely explained..thnx..
Nice tutorial but at last i having error showing error and after viewing output file its saying density not provided, selfweigth command is ignored. Sir Can you please me with this problem.
Very well explained sir .. thk u
Sir, in the post processing the SFD of the left part of the beam is wrong , i mean the diagram , at the point loads SF should vary vertically down ward but it's showing inclined , is there any way to fix that...please do reply sir
Your STAAD Tutorials are well presented! I think they are excellent. I am sure your tutorials are aimed at a global audience. Hence can you do one steel structure with portal frames with a pad or raft foundation using EC2 (concrete) & EC3 (steel). EC stands for Euro codes. Keep up the good work and GOD bless you!
Best video so far......
What if we need to apply the udl at the end of the beam, what will be the d1, d2 and d3?
Thank You so much sir!!
Nicely explained
Good day sir. What is the definition for "d2" in the uniform loadings? I kind of was lost in there. Thanks.
it seems that he was wrong on his definition, i tried it on staad, (to correct) "d2" must also start from the point where "d1" started and end at a point where the uniform loading ends. Hopes this will help.
It's very helpful
Just want to ask, is the result of the reactions and moments included the Self weight of the beam or its only the live load that is included?
He had written there -1 but he took it further or not...no idea...he didn't mention
Unfortunately lost the load and definition dilog box. If any knows how to enable, plz do respond. I am completely new to this
This is great
Very nice sir, plz make more tutorials.
More tutorials coming. Please stay tuned..!
Which software you are using for screen record??
How we can see bending moment diagram watch again after analysing and save after some time?
Sir, Thanks lot
Thank you!
Sir i had one error
Self weight density not provided
How can I rectify that error sir
Excellent Teaching sir
very helpful, especially for beginners.
very nice tutorial,just awsome broo!!
Thanks Tong.
Great job 👏👏
Padu Bak Hang !
-From Malaysia
Very nice
Thank you so much🤝
Really awesome video
very good video Sir Thanks
Thank u so much
post processing option if off ,and i cant proceed , so any solutions????
Sir I follow your instructions but when it's come to use postprocessing portion in my system postprocessing tab is not enable
Hy sir I have an error shows me that , NO MEMBER LIST WAS FOUND WITH ABOVE PMEMBER COMMAND what shall I do sir i cant even do postprocessing..
Omg...you are saviour
thankyou so much
Good evening,how to finish design and analysis in one month .
Excellent bro
Thank u so much❤
thank you
Why it is showing bending in z direction if it is pinned at both the supports
Bending moment is zero in pinned at ends
VERU NICE VIDEO.....🙏🙏🙏
When doesn't show post processing module in module bar , what to do sir?? Help me
Sir, you are also teaching on Internshala good
thank you.
Superb 👌
Hey, i actually tried this at staad, but I'm facing an error saying "Define" load generation command should be given before specifying primary load cases, any idea how to resolve it?
Bro, have u got any solution for it?
Do once properly
Helpful!
Why udl is applied throughout. In the question udl is applied only on 6m span.,?
Nice work sir jii ⚡
tq sir
How can I download satts pro... please help me
Greetings Sir please Just wish to ask if you do videos on robot structural analysis?
Thnx man
thank u
Literally no words for your class excellent