STAAD Pro Tutorial For Beginners [Eposide 2]: Analysis of a Beam
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- เผยแพร่เมื่อ 5 ก.ค. 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!
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
This is the best video of Staad pro for beginners, Thank you so much!!
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!
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.
What a beautiful and detailed explanation.
Fast and easy steps ☺️
Very nice sir..,
Thank you so much ❤️
This is very simple understanding tutorial.I need all the episodes
This is one of the best explanation
Excellent tutorial, very well explained 👍👍👍👍👍
Awesome classes yaae i enjoyed them..he is teaching Very clearly
Thank you so much sir.
Ur explanation is awesome and very easy to understand.
Thanks a lot sir,,,,you have cleared my lots of concept
one of the best playlist i have in my save list
What a teaching......👌👌👌👌thank you so much sir......
Sir, thank you so much for your explained in detail.
really nice ,and helpful .keep diong it well sir .once again alot ofthanks ...
One of the best explanation
Thank you very much sir,you have explained very well.
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 U so much sir for this video..it really helps to me
very good explanation...very helpful also..
very clear explanation of the concept
Very good and detailed video. Thank you for sharing
There are no words to compliment
Sir, did you designed and analyzed the bridge if u did, soo plzz share the video link. Sir
very good explaining thank you so much sir
Excellent teaching sir thank you so much 🙏
Hai sir would you explain how to compare the results of manual Calculations with staad results
Best Explanation 👏👏
Thank you sir
✌✌
Please load one more about full building
Thanks a lot for the shared knowledge.
Nice "Eposide 2" ;). Nah, just kidding about the title name. Thanks for sharing these Staad Pro tutorials.
One of the best tutorial
thankyou good sir for an amazing explaination
Excellent sir
Very nicely explained..thnx..
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
Really helpful,Thank you so much sir
Very well explained sir .. thk u
Which software you are using for screen record??
What if we need to apply the udl at the end of the beam, what will be the d1, d2 and d3?
Nicely explained
THANK YOU SO MUCH SIR.
This is the best one
Thanks ❤
Best video so far......
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.
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 ?
Great job 👏👏
Excellent Teaching sir
very nice tutorial,just awsome broo!!
Thanks Tong.
It's very helpful
Padu Bak Hang !
-From Malaysia
Thank you so much, sir.
Thank you so much 😊
Really awesome video
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.
Good evening,how to finish design and analysis in one month .
How we can see bending moment diagram watch again after analysing and save after some time?
very good video Sir Thanks
Sir, you are also teaching on Internshala good
Greetings Sir please Just wish to ask if you do videos on robot structural analysis?
Excellent bro
very helpful, especially for beginners.
Very nice sir, plz make more tutorials.
More tutorials coming. Please stay tuned..!
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
Are all the videos available on staad pro in udemy available on your channel??
Yes. The complete course is available at udemy.
Very nice
Thank you!
This is great
Thank you so much🤝
Thank You so much sir!!
Superb 👌
Sir, Thanks lot
Omg...you are saviour
Literally no words for your class excellent
VERU NICE VIDEO.....🙏🙏🙏
Sir I follow your instructions but when it's come to use postprocessing portion in my system postprocessing tab is not enable
post processing option if off ,and i cant proceed , so any solutions????
Why udl is applied throughout. In the question udl is applied only on 6m span.,?
Unfortunately lost the load and definition dilog box. If any knows how to enable, plz do respond. I am completely new to this
thankyou so much
Nice work sir jii ⚡
thank you
Thank u so much
Sir i had one error
Self weight density not provided
How can I rectify that error sir
tq sir
When doesn't show post processing module in module bar , what to do sir?? Help me
New subscriber ❤️
Why it is showing bending in z direction if it is pinned at both the supports
Bending moment is zero in pinned at ends
HOW WE CAN USE THIS IN PRATICAL WAY
Thank u so much❤
Where can I get staad pro
Pls reply
thank you.