STAAD Pro Tutorial For Beginners [Eposide 2]: Analysis of a Beam

[@raghutiwari18]

I think this is one of the best tutorial online on STAAD Pro, welldone!!

[@engineeringacademy9812]

Thank you.

[@ghimiremanish6603]

exactly thank you engineering academy

[@mkannan8098]

Well said. Keep up sir....

[@executiveengineervaluation1489]

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.

[@anhadsinha928]

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

[@rahmanrahmani2896]

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!

[@meenakshisharma6920]

This is the best video of Staad pro for beginners, Thank you so much!!

[@bilalakramb8752]

SIMPLICITY, EXCELLENCE....GREAT EFFORT SIR

[@saharshakattel2969]

one of the best playlist i have in my save list

[@Ranaboyz]

What a beautiful and detailed explanation.

[@engineeringacademy9812]

Thank you🙏👍

[@d.s.p.3850]

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 !

[@sarfarazshaikh7334]

This is one of the best explanation

[@roelsepatjr.1017]

Amazing tutorial, fast and easy to follow!

[@rexmelchorimperial8580]

truly gawang pinoy. oragon talaga.

[@nikhilnaik9303]

Amazing sir... simple and easy to understand, not done complicated as others 🙂 thank u 🙏 for ur patience and steady and slow teaching procedure😊😊👍👍

[@jogendrasingh.narwariya]

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

[@ialkayam8021]

very good explanation , im always trying to watch you lecture every day sir

[@thetitotvshow]

Nice "Eposide 2" ;). Nah, just kidding about the title name. Thanks for sharing these Staad Pro tutorials.

[@MDARIF-mk6yc]

Fast and easy steps ☺️ Very nice sir.., Thank you so much ❤️

[@jagadeeshwarch279]

Literally no words for your class excellent

[@kShivaKumar-rb1bk]

Sir, did you designed and analyzed the bridge if u did, soo plzz share the video link. Sir

[@pravisesa]

This is very simple understanding tutorial.I need all the episodes

[@statutesandordinances5155]

Very good and detailed video. Thank you for sharing

[@damirpaizullayev3468]

Thank you so much!!

[@collinseyong8007]

Greetings Sir please Just wish to ask if you do videos on robot structural analysis?

[@dhiru_ce]

Sir, you are also teaching on Internshala good

[@masksoff7488]

Excellent

[@anujarora4413]

Best video so far......

[@milisankhala5832]

very good explanation...very helpful also..

[@mahnoorakram8560]

Excellent tutorial, very well explained 👍👍👍👍👍

[@bhaktinahir]

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.

[@JitendraKumar-gk3mz]

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

[@MassiveandAssociates]

There are no words to compliment

[@hariz2254]

Padu Bak Hang ! -From Malaysia

[@jagdeepsinghkalsi6847]

very clear explanation of the concept

[@dasarisuneetha359]

Sir i had one error Self weight density not provided How can I rectify that error sir

[@MVCV_JYOTHIBILWAR]

Excellent teaching sir thank you so much 🙏

[@ravishankar.p5542]

What a teaching......👌👌👌👌thank you so much sir......

[@vardhamanmagadum7133]

Excellent Teaching sir

[@sanjhalkanoujia8118]

What if we need to apply the udl at the end of the beam, what will be the d1, d2 and d3?

[@shreyasbarad3021]

Very nice sir, plz make more tutorials.

[@engineeringacademy9812]

More tutorials coming. Please stay tuned..!

[@rajendrak.shrestha5375]

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 ?

[@minakshikadao668]

THANK U so much sir for this video..it really helps to me

[@badboybb519]

One of the best tutorial

[@AJR-YT]

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?

[@nikhilnaik9303]

He had written there -1 but he took it further or not...no idea...he didn't mention

[@engineermalikihsan8496]

Sir I follow your instructions but when it's come to use postprocessing portion in my system postprocessing tab is not enable

[@R_forRudra]

Why it is showing bending in z direction if it is pinned at both the supports Bending moment is zero in pinned at ends

[@syedrasekh]

Unfortunately lost the load and definition dilog box. If any knows how to enable, plz do respond. I am completely new to this

[@sharathvlog27]

Thank you sir ✌✌ Please load one more about full building

[@jqparchitecture6234]

Thanks a lot for the shared knowledge.

[@siddheshrepale1999]

After Analysis process I'm not able to select the postprocessing option

[@badawg3383]

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..

[@singh_11tours22]

Which software you are using for screen record??

[@janpatrickaustria2644]

Good day sir. What is the definition for "d2" in the uniform loadings? I kind of was lost in there. Thanks.

[@dexternuada6346]

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.

[@MrHimanshuqwerty]

Why udl is applied throughout. In the question udl is applied only on 6m span.,?

[@mohammedshahrokh1910]

Thanks a lot sir,,,,you have cleared my lots of concept

[@hibugambo75]

Sir, thank you so much for your explained in detail.

[@rupaksarkar8670]

When doesn't show post processing module in module bar , what to do sir?? Help me

[@meeteimeetei1520]

very helpful, especially for beginners.

[@hardikkhatri5303]

How we can see bending moment diagram watch again after analysing and save after some time?

[@divyarajan2747]

Really helpful,Thank you so much sir

[@sdilip5464]

Awesome classes yaae i enjoyed them..he is teaching Very clearly

[@nirmalupadhyay4548]

VERU NICE VIDEO.....🙏🙏🙏

[@naveenkumarmakamala1059]

Hai sir would you explain how to compare the results of manual Calculations with staad results

[@amruthathampan6124]

Thank you so much sir. Ur explanation is awesome and very easy to understand.

[@mygalaxyworld6472]

It's very helpful

[@sahilbaghel8865]

really nice ,and helpful .keep diong it well sir .once again alot ofthanks ...

[@omygod1590]

Sir Not able to click to nodes panel ... not able to write coordinates

[@calcuttaaviation]

Thank you so much 😊

[@khangzeimalangmei9512]

This course i available in Internshala Internship

[@wanboksutnga5650]

very good video Sir Thanks

[@elavarasanrajan]

This is the best one Thanks ❤

[@navdeepsinghsohal6279]

Why we write d1 d2 d3 equal to zero in unformaly dustributed load case. In the question we have lengh of load is 6m

[@pratikgoud1]

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.

[@kokapeter3345]

what to do if I wanna calculate without cross section

[@reymanlacas5553]

Excellent sir

[@srivalli2000]

Very well explained sir .. thk u

[@reshmaramesh7363]

Great job 👏👏

[@GoWithAbdurOfficial]

How can I download satts pro... please help me

[@manaweralistr7182]

Really awesome video

[@rainsound5161]

sir, why i cant your postprocessing MODE?

[@ruchikagulabani5900]

Nicely explained

[@meenakshikodate3019]

Superb 👌

[@yehteshamansari5353]

post processing option if off ,and i cant proceed , so any solutions????

[@jaishreeram6596]

Nice work sir jii ⚡

[@tanusreemaji2873]

I want to know about the certificate. Is it ordinary or valuable? Please answer me. I want to do this course.

[@engineeringacademy9812]

Definitely. It’s valuable.

[@agilanmuniandy]

Thank you!

[@sravanmamidala8845]

very good explaining thank you so much sir

[@varshavarsha5790]

Where can I get staad pro Pls reply

[@pranavthogalla228]

THANK YOU SO MUCH SIR.

[@surajberiwal9008]

my shear force diagram is mirror image of ur result. what i have done wrong

[@bhaskara.b5599]

Dear sir, Request you to make about the windload also sir.

[@engineeringacademy9812]

Please check the description for the complete course. The wind load application is availablez

[@manjularavi5653]

Excellent bro

[@muhammadafiqmasriful7388]

thankyou good sir for an amazing explaination

[@paulnshimiyimana7446]

thank you

[@renz341]

you earn may subscription. Thank you

[@PaoloGeronimo]

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]

???.hi, what where the errors?

[@PaoloGeronimo]

@@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

[@PaoloGeronimo]

@@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

[@ammuvarghese8393]

@@PaoloGeronimo ☺️..

[@izo345]

postprocessing mode is not working. What should I do

[@raghavendrakommula9113]

me too

[@swadeeptsinha]

Thank You so much sir!!

[@sidtech3167]

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

[@karrysue4394]

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

[@kashifasim7026]

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?

[@rupeshchaudhari369]

Bro, have u got any solution for it?

[@younusmushtaq023]

Do once properly

[@zakizack77]

Are all the videos available on staad pro in udemy available on your channel??

[@engineeringacademy9812]

Yes. The complete course is available at udemy.

[@kimgarcia0829]

thankyou so much