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.
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
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!
Hi, great explanation and Great learning but im unable to see my loads like the blue arrow for the concentrated load and udl etc. What should i do? Please reply !
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.
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 ?
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
hi, i followed and understand every steps, but still got 2 errors, can't continue after that. but still, you did good, very easy to understand. thank you, hoping for help regarding the 2 errors, :]
@@ammuvarghese8393 I tried the beam exercise again for the 2nd time just now, and got the same exact 2 errors from yesterday. It says Line20 error finish command in loading data Line64 error above line contains erroneous data
@@ammuvarghese8393 watch the video again and realized i forgot to do perform analysis/noprint. Now i got zero errors... Thank you, i appreciate you reaching out to newbies like me. Manny 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.
d2 is defined as the distance from the centerline to where the point load is,which in this case is in the middle, since most point loads are located on the centerline so d2=0
![STAAD Pro Tutorial For Beginners [Episode 3]: Analysis of a 2D Frame](http://i.ytimg.com/vi/b_3mJPHRAsg/mqdefault.jpg)
![STAAD Pro Tutorial For Beginners [Episode 3]: Analysis of a 2D Frame](/img/tr.png)
![STAAD Pro Tutorial For Beginners [Episode 4]: Analysis and Design of a 3D Frame](http://i.ytimg.com/vi/XiukuqdSzoo/mqdefault.jpg)
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....
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.
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
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
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!
SIMPLICITY, EXCELLENCE....GREAT EFFORT SIR
truly gawang pinoy. oragon talaga.
Hi, great explanation and Great learning but im unable to see my loads like the blue arrow for the concentrated load and udl etc. What should i do? Please reply !
This is the best analysis video.
This is the best video of Staad pro for beginners, Thank you so much!!
one of the best playlist i have in my save list
What a beautiful and detailed explanation.
Thank you🙏👍
This is one of the best explanation
Amazing sir... simple and easy to understand, not done complicated as others 🙂 thank u 🙏 for ur patience and steady and slow teaching procedure😊😊👍👍
Sir, you are also teaching on Internshala good
very good explanation , im always trying to watch you lecture every day sir
Greetings Sir please Just wish to ask if you do videos on robot structural analysis?
Amazing tutorial, fast and easy to follow!
Sir, did you designed and analyzed the bridge if u did, soo plzz share the video link. Sir
Fast and easy steps ☺️
Very nice sir..,
Thank you so much ❤️
This course i available in Internshala Internship
VERU NICE VIDEO.....🙏🙏🙏
Which software you are using for screen record??
Thank you so much!!
What if we need to apply the udl at the end of the beam, what will be the d1, d2 and d3?
Very good and detailed video. Thank you for sharing
Padu Bak Hang !
-From Malaysia
Excellent Teaching sir
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.
Best video so far......
Very nice sir, plz make more tutorials.
More tutorials coming. Please stay tuned..!
There are no words to compliment
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 ?
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
Excellent
very good explanation...very helpful also..
very clear explanation of the concept
Excellent tutorial, very well explained 👍👍👍👍👍
Sir i had one error
Self weight density not provided
How can I rectify that error sir
This is very simple understanding tutorial.I need all the episodes
What a teaching......👌👌👌👌thank you so much sir......
Excellent teaching sir thank you so much 🙏
hi, i followed and understand every steps, but still got 2 errors, can't continue after that. but still, you did good, very easy to understand. thank you, hoping for help regarding the 2 errors, :]
???.hi, what where the errors?
@@ammuvarghese8393 I tried the beam exercise again for the 2nd time just now, and got the same exact 2 errors from yesterday. It says
Line20 error finish command in loading data
Line64 error above line contains erroneous data
@@ammuvarghese8393 watch the video again and realized i forgot to do perform analysis/noprint.
Now i got zero errors... Thank you, i appreciate you reaching out to newbies like me. Manny thanks
@@PaoloGeronimo ☺️..
One of the best tutorial
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.
Nice "Eposide 2" ;). Nah, just kidding about the title name. Thanks for sharing these Staad Pro tutorials.
After Analysis process I'm not able to select the postprocessing option
Thank you sir
✌✌
Please load one more about full building
Sir I follow your instructions but when it's come to use postprocessing portion in my system postprocessing tab is not enable
Literally no words for your class excellent
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
Awesome classes yaae i enjoyed them..he is teaching Very clearly
I want to know about the certificate. Is it ordinary or valuable? Please answer me. I want to do this course.
Definitely. It’s valuable.
How can I download satts pro... please help me
Thank you so much 😊
Thanks a lot for the shared knowledge.
what to do if I wanna calculate without cross section
Unfortunately lost the load and definition dilog box. If any knows how to enable, plz do respond. I am completely new to this
Where can I get staad pro
Pls reply
THANK U so much sir for this video..it really helps to me
Simple support kese create hoga ?
Hai sir would you explain how to compare the results of manual Calculations with staad results
Thanks a lot sir,,,,you have cleared my lots of concept
Why it is showing bending in z direction if it is pinned at both the supports
Bending moment is zero in pinned at ends
Why udl is applied throughout. In the question udl is applied only on 6m span.,?
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..
When doesn't show post processing module in module bar , what to do sir?? Help me
Why we write d1 d2 d3 equal to zero in unformaly dustributed load case. In the question we have lengh of load is 6m
when the udl is applied on the entire span there is no need to mention d2, even if you put the value of the d2 result will be the same.
It's very helpful
This is the best one
Thanks ❤
very good video Sir Thanks
How to decide the size of beam?
Excellent sir
Sir, thank you so much for your explained in detail.
How we can see bending moment diagram watch again after analysing and save after some time?
Really awesome video
Really helpful,Thank you so much sir
Nice work sir jii ⚡
really nice ,and helpful .keep diong it well sir .once again alot ofthanks ...
Great job 👏👏
my shear force diagram is mirror image of ur result. what i have done wrong
sir, why i cant your postprocessing MODE?
Thank you so much sir.
Ur explanation is awesome and very easy to understand.
Nicely explained
postprocessing mode is not working. What should I do
me too
Sir Not able to click to nodes panel ... not able to write coordinates
THANK YOU SO MUCH SIR.
can we use staad pro to design a steelbuilding?
Yes. Staad is very good with steel.
Good evening,how to finish design and analysis in one month .
Superb 👌
The question is that why am I getting boring from structure?
Excellent bro
very good explaining thank you so much sir
Thank you!
Applied laod is not showing on the beam
I have a small doubt when u putting the value of point load d1 is distance from origine wrt to length, and why u put d2=0, the value of is d2=0.2m
d2 is defined as the distance from the centerline to where the point load is,which in this case is in the middle, since most point loads are located on the centerline so d2=0
post processing option if off ,and i cant proceed , so any solutions????
Very nicely explained..thnx..
How to solve this 2 errors?
Error- No define imperfection data entered for an imperfection analysis
Errors in solver
Dear sir,
Request you to make about the windload also sir.
Please check the description for the complete course. The wind load application is availablez