Solving a Real Life Building Example in STAAD Pro | STAAD for Beginners

[@CivilBlackBox]

📕 Download FREE eBook "10 Step Process to Creating Your Structural Consultancy Firm" - www.civilblackbox.com/ebook1

[@saratachandrachoudhury7174]

I am new to STAADPRO. Excellent teaching to newcomers from fundamentals. Let GOD bless you for spreading knowledge. to other aspirants

[@CivilBlackBox]

Glad you found the videos helpful. Please share it with your friends!

[@pravashpanda5089]

Great teaching in a sequence sir. Vibhash sir suggested me to watch your lectures and it's really worth it.

[@CivilBlackBox]

Thank you to Vibhash Sir then.. 😉

[@babusinghtanwar8446]

Sir your vedios of staad are best one and very sincere and good way to explain.Problem is only in the limit of clicking only once on like otherwise could have liked thousands time

[@CivilBlackBox]

Hahaha. Thanks for such a great comment. I really appreciate it!

[@Latief764]

Your videos knowledge-able... Thanks for uploading... Plz upload how to calculate wind load and seismic load for staad-pro...

[@CivilBlackBox]

Thank you and sure. I will keep that in mind.

[@vidhyaanbu2617]

Learning only the beginner's guide, it felt to me I've remember more. But after watching this and going back to the beginner's videos, confidence is on the high. Thanks a lot.. how do we call you, btw?

[@CivilBlackBox]

Thank you so much. You can contact me using the Facebook group or our website.

[@sivaramakrishnanalluri6926]

please complete analysis and design above structure

[@nicolasmarie4398]

Please explain the concept of importing grid from dxf file. I have tried this successfully. However I have not been able to add the label and the circular bubble. Each time, Staad Pro does not import those elements (texts and circle). I have use Mtext or text, use Autocad Fonts but it just does not import texts from Autocad. Is there a way to include custom label to an irregular grid? or along an imported Grid from Autocad dxf files? The grid can be very helpful to prevent error especially when the projects have non-axial or eccentric columns.

[@CivilBlackBox]

Will try and solve this particular issue in the upcoming videos. You can drop the comment in our FB group. Perhaps someone would help you out right away.

[@tashijigme6761]

Hello sir Have u ever solved an analysis on a building which have a shear wall, stair case, slab all in one modeling? If so could you share me the link to view the video beacuse as of now I have seen only part video where someone is analyzing the building only the frame and load analysis but no complete analysis.

[@CivilBlackBox]

I have made an entire course where I talk about these things in very much detail. You can check it out here www.civilblackbox.com/structural-consultancy-blackbox

[@whatra]

Sir, Is the distance shown in the plan is from center to center of columns?

[@CivilBlackBox]

Yes you can assume it to be from center to center. Realistically however, a true model always consists of offsets during the beam to column connection. However, the results are barely affected and hence in most of the cases it's safe to assume a center to center connection.

[@kartarsinghbhatia7543]

beautifully explained

[@CivilBlackBox]

Thank you so much for your kind words

[@OmarSophi10]

Hi sir I request to make us one complete project building analysis and design together. Also eng I want to know max moment and shear will place when staad pro using. Thanks

[@CivilBlackBox]

As soon as possible.

[@muthuraja8215]

Sir You have take beam center location based fix column nodes But column center is varied some distance compared to beam center

[@CivilBlackBox]

You can choose to offset the columns. However, the end results won't be too drastically different. You should however, try and always compare the results.

[@akshaygaikwad4363]

Thanks for the video.. really knowledgeable... can you please provide 1 video including modelling , analysis and design of the building ? it will be very helpful

[@CivilBlackBox]

I will try my best

[@nicksaifi3803]

Sir, we need to know how to apply loads on structures and analysis and Design.

[@CivilBlackBox]

I just created a video on Earthquake loads. kzbin.info/www/bejne/jZyxq2Ojg5Vrjbs. Also, please share this channel with your friends to support us.

[@mirakhaled1649]

U made it so simple thanks alot

[@CivilBlackBox]

Most welcome 😊

[@abhisheksen325]

After design a building what are the check required in staad pro example Servicibiliy check, percentage of steel check, story drift chek, torsional irregularities check, soft story check, pdelta check etc and all other check please make a video about this

[@CivilBlackBox]

Surely.

[@mohsininamdar4659]

I need second part of this session

[@harshadsavle1018]

Sir you sre legend for us... thankyou so much...

[@CivilBlackBox]

Thank you so much for your kind words.

[@rafia610]

please give link for staad file

[@naziskhan9]

Very nicely explained

[@CivilBlackBox]

Thank you so much 🙂

[@nicolasmarie4398]

Please explain concept behind height. Does it mean the top of floor to top of floor? For example if I have a floor to ceiling height of 2700mm with the slab thickness being 125mm., I should have a height of 2700 + 125 or 2825.

[@CivilBlackBox]

Height is center to center unless otherwise defined by you.

[@positivevibes4265]

Sir how about expansion joint?? Pls post videos I am eagerly waiting

[@shubhammalviya8186]

Sir, Please make video on design portion.

[@CivilBlackBox]

Will do so soon.

[@syedmohammed4314]

I think all the viewers will benefit a lot if we include designing of all things like, staircase,ground and roof water tank, columns,beams,slabs,foundation etc and include report, all loads dead,live,wind,earthquake,combination loads etc. in one tutorial and show it on you tube

[@CivilBlackBox]

That cannot be included in just a single video. I have infact made an entire course consisting of all of these. You can check it out www.civilblackbox.com/sca

[@rafia610]

at the porch area there is an eccentric connection between beam and column, how to create this connection. if offset is provided, will staad be able to consider the moment in another direction? if no, please provide alternative for this problem.

[@CivilBlackBox]

Yes STAAD does consider moments in case of offset. Additional forces and moments shall be generated which will ultimately depict true eccentricity.

[@anandpratapsingh2411]

Sir I was working on a structure in staad. And once I save the file and reopen it again every beam and coloumn position gets distributed (arbitrary manner) the shape of the building is also changes. Please help.

[@CivilBlackBox]

Can you share the issue in our free community page: bit.ly/cbbcommunity

[@navaneethadepu3544]

But Balcony beams bottom column has been created but actually as per plan it’s not required ..how will you over come this.

[@CivilBlackBox]

Ah! That was a slight error on my part. Sorry for that.

[@ruturajjadhav6233]

THANKU SO MUCH SIR

[@CivilBlackBox]

Most welcome.

[@kannanjai3563]

Please upload wind load calculation sir

[@CivilBlackBox]

You can find the entire course here at : www.civilblackbox.com/sca

[@amiraziz5957]

Sir make a video to design a whole structure which includes everything

[@mathanraj2241]

Mat foundation design please

[@SunilPatel-nk3pg]

During analysis beam put in center of column and detailing time get at corner of column then eccentricity gets changed , what is effect of this

[@CivilBlackBox]

Any eccentricity will result in additional bending and torsional stresses (depending upon the direction of course). You can mimic the actual offset by using the offset feature available in STAAD. This will yield precise results.

[@SHADABANSARI-bo8zv]

sir i solving frame problem given in the book which consist internal hinge while solve manually and using staad there is different answer i m sure about manual calculation because i confirmed from book as well what is the reason ? why there is different answer by staad please tell me

[@CivilBlackBox]

Send the screenshot of the problem statement as well as your STAAD file on the FB Group. Will take a look

[@SHADABANSARI-bo8zv]

@@CivilBlackBox i dont know fb group please give me group link sir

[@CivilBlackBox]

Please check the video description. You will find the link there.

[@sachinkumarsingh2859]

Thanks.. .. For knowledgeable video

[@CivilBlackBox]

Most welcome. Please share it with your friends too.

[@jainikshah3875]

Hello sir, i tried to solve my textbook questions with staadpro to see and compare results. But when i go in post processing mode, the shear and moment i am getting in staadpro is not same as in solved example of book. so my question is would you please do a video on post analysis of a book problem in staadpro.

[@CivilBlackBox]

Surely. Please share the pics of the questions you want me to solve on my email [e-mail]

[@mohankrishna447]

sir, i have one doubt. In the above plan some of beams and columns centerline are not matched properly.In that caseeccentrical column loading is possible. But in staad modeling we assume both centerlines are matched. How can i overcame from this problem

[@CivilBlackBox]

You can provide offset. That would do the trick.

[@saratachandrachoudhury7174]

excellent

[@CivilBlackBox]

Thanks

[@mathstube1802]

great work

[@CivilBlackBox]

thanks.

[@kurdokamal2890]

thanks a lot for this nice lecture

[@CivilBlackBox]

Thanks.

[@avinashgupta611]

Superb

[@CivilBlackBox]

Thank you so much.

[@ezhilarasan3776]

I have an doubt..shall i start modelling to top view.?.if i do the modeling in top view..easy to me..because most of the building plan doing in top view..

[@CivilBlackBox]

Of course. Top view is a great way to quickly model the plan of buildings.

[@ezhilarasan3776]

@@CivilBlackBox Thank for rply.. I m waiting for upcoming videos.

[@DipuKumar-tw8nu]

Sir how did u give default step spacing 2.1 but 5 ans sir

[@CivilBlackBox]

I have explained this in one of my other videos. Go through it.

[@shivalielectricworks]

SIR, PLINTH BEAM KAISE DESIGN KARTE HAI .

[@CivilBlackBox]

Just like any other beam design.

[@kannanjai3563]

Super sir

[@CivilBlackBox]

Thank you

[@salmandawood6225]

Thanks you thanks for parent

[@CivilBlackBox]

You are most welcome.

[@digambarnagpure]

Thanks sir

[@CivilBlackBox]

Most welcome.

[@vvsmurtykaki985]

I create a shear wall using parametric model in staad connection edition and transferred to RCDC the shear wall is not shown in RCDC. How can I rectify this?

[@voberhat9924]

may be you have some mistake in this video . you use support at the balcony.

[@CivilBlackBox]

Yes. I did mistakenly use support on balcony. Sorry for that.

[@surendrab.v.9588]

excellent

[@CivilBlackBox]

Thank you! Cheers!