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

แชร์
ฝัง
  • เผยแพร่เมื่อ 27 มิ.ย. 2018
  • 📕 Download My FREE eBook "How to Start Your Own Structural Consultancy Business - 12 Step Formula" : www.civilblackbox.com/ebook1
    🔒 Join my Online Course on "Structural Consultancy Accelerator (Bundle)" to learn "How to Analyze & Design High Rise RCC Structures" : www.civilblackbox.com/sca
    👍 Check out my 2nd TH-cam Channel on Tech for Teachers "The Binary IQ" : / thebinaryiq
    Gear, Software & Tech That I Use:
    Screen Draw Software : Epic Pen - bit.ly/cbbepicpen
    Mind Mapping Tool : Edraw Mind - bit.ly/cbbmindmap
    What's Covered in this Video?
    👇 Don't miss these playlists on my channel:
    ✅ STAAD Complete (Playlist): bit.ly/cbbstaad
    ✅ Earthquake Analysis (Playlist): bit.ly/cbbseismic
    ✅ Structural Analysis Basics (Playlist): bit.ly/basicsofsa
    ✅ Manual Calculations (Playlist): bit.ly/cbbmanual
    DISCLAIMER: Transparency is important to us. This video and description may contain affiliate links, meaning that if you sign up for any of the products using our links, we may earn a small commission at no extra cost to you. Thank you for your ongoing support!

ความคิดเห็น • 95

  • @CivilBlackBox
    @CivilBlackBox  4 ปีที่แล้ว +1

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

  • @saratachandrachoudhury7174
    @saratachandrachoudhury7174 3 ปีที่แล้ว

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

    • @CivilBlackBox
      @CivilBlackBox  3 ปีที่แล้ว

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

  • @Latief764
    @Latief764 4 ปีที่แล้ว +3

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

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

  • @kurdokamal2890
    @kurdokamal2890 6 ปีที่แล้ว

    thanks a lot for this nice lecture

  • @pravashpanda5089
    @pravashpanda5089 ปีที่แล้ว

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

    • @CivilBlackBox
      @CivilBlackBox  ปีที่แล้ว

      Thank you to Vibhash Sir then.. 😉

  • @sachinkumarsingh2859
    @sachinkumarsingh2859 4 ปีที่แล้ว

    Thanks.. .. For knowledgeable video

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

      Most welcome. Please share it with your friends too.

  • @mirakhaled1649
    @mirakhaled1649 4 ปีที่แล้ว

    U made it so simple thanks alot

  • @mohsininamdar4659
    @mohsininamdar4659 5 ปีที่แล้ว +2

    I need second part of this session

  • @mathstube1802
    @mathstube1802 5 ปีที่แล้ว +1

    great work

  • @harshadsavle1018
    @harshadsavle1018 4 ปีที่แล้ว

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

      Thank you so much for your kind words.

  • @sivaramakrishnanalluri6926
    @sivaramakrishnanalluri6926 5 ปีที่แล้ว +1

    please complete analysis and design above structure

  • @naziskhan9
    @naziskhan9 4 ปีที่แล้ว

    Very nicely explained

  • @babusinghtanwar8446
    @babusinghtanwar8446 2 ปีที่แล้ว +1

    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
      @CivilBlackBox  2 ปีที่แล้ว

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

  • @kartarsinghbhatia7543
    @kartarsinghbhatia7543 3 ปีที่แล้ว

    beautifully explained

    • @CivilBlackBox
      @CivilBlackBox  3 ปีที่แล้ว

      Thank you so much for your kind words

  • @ruturajjadhav6233
    @ruturajjadhav6233 3 ปีที่แล้ว

    THANKU SO MUCH SIR

  • @vidhyaanbu2617
    @vidhyaanbu2617 5 ปีที่แล้ว +1

    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
      @CivilBlackBox  4 ปีที่แล้ว +1

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

  • @akshaygaikwad4363
    @akshaygaikwad4363 2 ปีที่แล้ว

    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

  • @DigambarNagpure
    @DigambarNagpure 5 ปีที่แล้ว

    Thanks sir

  • @saratachandrachoudhury7174
    @saratachandrachoudhury7174 3 ปีที่แล้ว

    excellent

  • @avinashgupta611
    @avinashgupta611 10 หลายเดือนก่อน

    Superb

    • @CivilBlackBox
      @CivilBlackBox  9 หลายเดือนก่อน

      Thank you so much.

  • @positivevibes4265
    @positivevibes4265 4 ปีที่แล้ว

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

  • @OmarSophi10
    @OmarSophi10 3 ปีที่แล้ว +2

    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

  • @abhisheksen325
    @abhisheksen325 5 ปีที่แล้ว +1

    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

  • @kannanjai3563
    @kannanjai3563 ปีที่แล้ว

    Super sir

  • @syedmohammed4314
    @syedmohammed4314 3 ปีที่แล้ว

    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
      @CivilBlackBox  3 ปีที่แล้ว

      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

  • @nicksaifi3803
    @nicksaifi3803 5 ปีที่แล้ว +2

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

      I just created a video on Earthquake loads. th-cam.com/video/WkNz0mN08WY/w-d-xo.html.
      Also, please share this channel with your friends to support us.

  • @rafia610
    @rafia610 6 ปีที่แล้ว +1

    please give link for staad file

  • @nicolasmarie4398
    @nicolasmarie4398 4 ปีที่แล้ว +2

    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
      @CivilBlackBox  4 ปีที่แล้ว

      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
    @tashijigme6761 4 ปีที่แล้ว +2

    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
      @CivilBlackBox  3 ปีที่แล้ว

      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

  • @nicolasmarie4398
    @nicolasmarie4398 4 ปีที่แล้ว

    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
      @CivilBlackBox  4 ปีที่แล้ว

      Height is center to center unless otherwise defined by you.

  • @muthuraja8215
    @muthuraja8215 11 หลายเดือนก่อน

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

    • @CivilBlackBox
      @CivilBlackBox  หลายเดือนก่อน

      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.

  • @amiraziz5957
    @amiraziz5957 3 ปีที่แล้ว

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

  • @mathanraj2241
    @mathanraj2241 3 ปีที่แล้ว

    Mat foundation design please

  • @whatra
    @whatra 3 ปีที่แล้ว +1

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

    • @CivilBlackBox
      @CivilBlackBox  3 ปีที่แล้ว +1

      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.

  • @rafia610
    @rafia610 6 ปีที่แล้ว

    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
      @CivilBlackBox  4 ปีที่แล้ว

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

  • @shubhammalviya8186
    @shubhammalviya8186 4 ปีที่แล้ว +1

    Sir,
    Please make video on design portion.

  • @salmandawood6225
    @salmandawood6225 3 ปีที่แล้ว

    Thanks you thanks for parent

  • @DipuKumar-tw8nu
    @DipuKumar-tw8nu 5 ปีที่แล้ว

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

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

  • @mohankrishna447
    @mohankrishna447 6 ปีที่แล้ว

    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
      @CivilBlackBox  4 ปีที่แล้ว

      You can provide offset. That would do the trick.

  • @shivalielectricworks
    @shivalielectricworks 5 ปีที่แล้ว

    SIR, PLINTH BEAM KAISE DESIGN KARTE HAI .

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

      Just like any other beam design.

  • @SunilPatel-nk3pg
    @SunilPatel-nk3pg 4 ปีที่แล้ว

    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
      @CivilBlackBox  4 ปีที่แล้ว +1

      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.

  • @kannanjai3563
    @kannanjai3563 ปีที่แล้ว

    Please upload wind load calculation sir

    • @CivilBlackBox
      @CivilBlackBox  หลายเดือนก่อน

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

  • @jainikshah3875
    @jainikshah3875 2 ปีที่แล้ว

    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
      @CivilBlackBox  2 ปีที่แล้ว

      Surely. Please share the pics of the questions you want me to solve on my email kushal@civilblackbox.com

  • @anandpratapsingh2411
    @anandpratapsingh2411 ปีที่แล้ว

    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
      @CivilBlackBox  ปีที่แล้ว

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

  • @ezhilarasan3776
    @ezhilarasan3776 4 ปีที่แล้ว

    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
      @CivilBlackBox  4 ปีที่แล้ว +1

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

    • @ezhilarasan3776
      @ezhilarasan3776 4 ปีที่แล้ว

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

  • @SHADABANSARI-bo8zv
    @SHADABANSARI-bo8zv 4 ปีที่แล้ว

    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
      @CivilBlackBox  4 ปีที่แล้ว

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

    • @SHADABANSARI-bo8zv
      @SHADABANSARI-bo8zv 4 ปีที่แล้ว

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

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

  • @navaneethadepu3544
    @navaneethadepu3544 4 ปีที่แล้ว +1

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

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

  • @voberhat9924
    @voberhat9924 5 ปีที่แล้ว

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

    • @CivilBlackBox
      @CivilBlackBox  4 ปีที่แล้ว

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

  • @vvsmurtykaki985
    @vvsmurtykaki985 2 ปีที่แล้ว

    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?

  • @surendrab.v.9588
    @surendrab.v.9588 4 หลายเดือนก่อน

    excellent

    • @CivilBlackBox
      @CivilBlackBox  หลายเดือนก่อน

      Thank you! Cheers!