Parishith Jayan
Parishith Jayan
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Using AI to Design Steel I-Beam [No Code Approach]
Machine Learning in Structural Engineering: Using Perplexity AI to create a machine learning model, which predicts the optimum Steel I beam section based on the bending moment and unsupported length of the beam. The Perplexity AI is capable of generating a full Python script based solely on the prompt and returns the model, which predicts exactly the optimum section for a particular bending moment and length.
This beam design serves as a fore runner for the upcoming AI intrusion in Civil Engineering / Structural Engineering.
STAAD Model from ChatGPT video Link: th-cam.com/video/rDYqVedyZS8/w-d-xo.html
A waitlist for my upcoming course "Engineering With Code: A Programming Course for Civil Engineers" is up and filling. Do use the following link to subscribe to the waitlist.
Waitlist Link: parishith.systeme.io/17d5f85d
For those who interested in my digital products and automation tools, kindly check out this store link: structures-simplified.com/download-shop/
For 1 on 1 consultation and doubt clarifying sections, you can reach me to my topmate account: topmate.io/parishith_jayan45/1196475
If you are interested in automation stuff similar to this video, go through this playlist: th-cam.com/play/PL4NIAALCWBME-a5YC4dkoK9lSQbu6muKe.html
Do not forget to subscribe to the channel: th-cam.com/channels/shDfXphz6LlMAK34dgArjA.html
STAAD Model using ChatGPT: th-cam.com/video/rDYqVedyZS8/w-d-xo.html&t
Chapters:
0:00 Intro to the Video
0:35 Problem Statement
0:47 3 Step Process
1:16 Step 1: Creating a Dataset for Training
3:20 Step 2: Using AI to Create a Machine Learning Model
4:35 Step 3: Verifying the Model using ChatGPT
5:56 End Suggestion
มุมมอง: 849

วีดีโอ

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If you are interested in automation stuff similar to this video, go through this playlist: th-cam.com/play/PL4NIAALCWBME-a5YC4dkoK9lSQbu6muKe.html Do not forget to subscribe to the channel: th-cam.com/channels/shDfXphz6LlMAK34dgArjA.html To Order this program, please do drop a DM in my LinkedIn profile. LinkedIn: linkedin.com/in/parishith-jayan-985b199a
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มุมมอง 6329 หลายเดือนก่อน
Here, we are about to introduce Parametric Modelling concept into the STAAD model for the first time. It is going to be the minor step which we are taking towards parametric, and hope we will make a full-fledged parametric applications for STAAD users. If you are interested in automation stuff similar to this video, go through this playlist: th-cam.com/play/PL4NIAALCWBME-a5YC4dkoK9lSQbu6muKe.ht...

ความคิดเห็น

  • @sunnylovable1234
    @sunnylovable1234 6 วันที่ผ่านมา

    I m definitely into staad now

  • @sajit_sama
    @sajit_sama 12 วันที่ผ่านมา

    Sir I did not understand what is tributary area (1.5 m here) ? And how Ly = Lx = UNT = 1.5 m

    • @parishithjayan
      @parishithjayan 12 วันที่ผ่านมา

      They are the actual unbraced length based on their respective conditions.. the decksheet arrangements act as a restraint on those directions

  • @arunvigneshs9384
    @arunvigneshs9384 26 วันที่ผ่านมา

    Is this width update window made using macros for STAAD alone?

    • @parishithjayan
      @parishithjayan 26 วันที่ผ่านมา

      Yes it is.. for STAAD alone..

  • @zhafranabel6179
    @zhafranabel6179 หลายเดือนก่อน

    Sir, is repeat load cas be used when we analysis using response spectrum ?

    • @parishithjayan
      @parishithjayan หลายเดือนก่อน

      It can be used if u r willing to employ.. But, it is not required.. For second order analysis like PDelta, we need to employ repeat load cases instead of combinations..

    • @zhafranabel6179
      @zhafranabel6179 หลายเดือนก่อน

      @ what is the corelation with response spectrum ?

  • @AlokKumarNayak-zo2wu
    @AlokKumarNayak-zo2wu หลายเดือนก่อน

    thanks sir , but how to decide effective length of bracing member, adding parameter , realeases for different bracing type like k type, inverted v type , x bracing . Kindly describe for bracing also

    • @parishithjayan
      @parishithjayan หลายเดือนก่อน

      Will surely do a video on this topic..

  • @qaisarmushtaq6825
    @qaisarmushtaq6825 หลายเดือนก่อน

    Highly Appreciate your work brother, keep it up and come with more and more videos

  • @nitishrahulhs09
    @nitishrahulhs09 หลายเดือนก่อน

    Brother please check whether the data became generalised? Please Check epochs used !

    • @parishithjayan
      @parishithjayan หลายเดือนก่อน

      Thanks for the suggestions.. will surely check into those things..

  • @vigneshboss666
    @vigneshboss666 หลายเดือนก่อน

    Nice 👍🏽

    • @parishithjayan
      @parishithjayan หลายเดือนก่อน

      @vigneshboss666 Thanks

  • @parishithjayan
    @parishithjayan 2 หลายเดือนก่อน

    Check out this video, where STAAD model is created by training ChatGPT with custom promts. Link: th-cam.com/video/rDYqVedyZS8/w-d-xo.html

  • @ratnakishorevankadari3831
    @ratnakishorevankadari3831 2 หลายเดือนก่อน

    Hi, Thanks for the info. I have doubt. How the Lx = 1.2 times the spacing of purlin, for the rafter? Which members are restraining the compression flange of the rafter? Could you pls help in understanding ? Thanks.

  • @parishithjayan
    @parishithjayan 2 หลายเดือนก่อน

    To Understand how bracings work and to calculate the bracing forces, do check out this video: th-cam.com/video/s3pSp8CEo_w/w-d-xo.html

  • @footballrivalries19
    @footballrivalries19 2 หลายเดือนก่อน

    Spot on vid. Thank you

    • @parishithjayan
      @parishithjayan 2 หลายเดือนก่อน

      @footballrivalries19 Thank u

  • @nilray5354
    @nilray5354 2 หลายเดือนก่อน

    If there are instances like 4 longitudinal beam rests over a single cross beam that ran transversly over 4 no steel columns, then will there be 4 distinct control joints in specification?

    • @parishithjayan
      @parishithjayan 2 หลายเดือนก่อน

      Yes. U r right..

  • @amjadsing
    @amjadsing 2 หลายเดือนก่อน

    Hi

  • @vikramkumarancivilengg
    @vikramkumarancivilengg 2 หลายเดือนก่อน

    Sir width to thickness is important in LSD in this method staad is make it 0 sir i request you to explain about it sir

    • @parishithjayan
      @parishithjayan 2 หลายเดือนก่อน

      U have manually enter the values when creating using the polygon.. the depth, width and thicknesses of the I section need to be provided in those specified text boxes..

  • @amssabith98
    @amssabith98 2 หลายเดือนก่อน

    Does the addin generate a new document based on a template or modifies an existing document ?

    • @parishithjayan
      @parishithjayan 2 หลายเดือนก่อน

      It creates a new document .

  • @sivasnv
    @sivasnv 2 หลายเดือนก่อน

    Suggest Best way to learn staad pro

    • @parishithjayan
      @parishithjayan 2 หลายเดือนก่อน

      R u asking me regarding Automation in STAAD pro or STAAD pro software? If u r asking for an automation, then to my knowledge there is no definite course for it so far.. If ur query is related to STAAD. Then u can find lots of courses online as well as offline.. do try to check out based on the ratings and affordability.

    • @sivasnv
      @sivasnv 2 หลายเดือนก่อน

      @@parishithjayantell some online sites

  • @mohammedobaidullah161
    @mohammedobaidullah161 2 หลายเดือนก่อน

    Please also explain about seismic & deflection..

  • @rupeshkhandekar6340
    @rupeshkhandekar6340 3 หลายเดือนก่อน

    Thank you so much PJ, Nicely Explanation in such a short video!

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Thanks for the recognition

  • @rupeshkhandekar6340
    @rupeshkhandekar6340 3 หลายเดือนก่อน

    Please elaborate your program in details!

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      This program is added as an example in my upcoming course..

  • @musaddiqmomin6035
    @musaddiqmomin6035 3 หลายเดือนก่อน

    Hello sir, Will you provide me Optimization excel sheet?

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      This is not an excel program. It is a .NET based desktop application.. And it is not yet available for sales.. Will let u know, once I finalize the product..

    • @musaddiqmomin8306
      @musaddiqmomin8306 3 หลายเดือนก่อน

      Okay sir.

  • @omarshahid54
    @omarshahid54 3 หลายเดือนก่อน

    Impressive Video But One Qs U said that if we have 80m span we need 3 braced bays - Maximum allowed is 50m so Can u tell me how 3 braced bays ... PLease

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Considering ur building length wise split up is 10x 8m bays.. And m assuming that u r going to brace penultimate bay (last before bay) on each side.. which means the center to center distance of bracing will be 80m - 24m = 56m. Which exceeds 50m, so we need to have 3 braced bays in the building..

  • @rupeshkhandekar6340
    @rupeshkhandekar6340 3 หลายเดือนก่อน

    Hey Parishith, I tried this, I able to create the new staad file But not able to create portal frame its blank, (your same program code I copied). Please help me with this what's wrong in there!

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Let me know if there is any other difficulty.

  • @rupeshkhandekar6340
    @rupeshkhandekar6340 3 หลายเดือนก่อน

    Please explain one detailed program development video.

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Actually creating a course on it.. Kindly sign into the waitlist using the following link.. parishith.systeme.io/17d5f85d

  • @rupeshkhandekar6340
    @rupeshkhandekar6340 3 หลายเดือนก่อน

    Please create video on how to create program tools or sale you tools programs.

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Kindly check out the following page.. The completed packaged programs already available for sales.. structures-simplified.com/download-shop/

  • @shivasangaranthirunavukkarasu
    @shivasangaranthirunavukkarasu 4 หลายเดือนก่อน

    Do more basic tutorials in Open Staad. Channel videos are really knowledgeable.

    • @parishithjayan
      @parishithjayan 4 หลายเดือนก่อน

      Surely will do..

  • @dhanasekarp4343
    @dhanasekarp4343 4 หลายเดือนก่อน

    Are you contact any online class for steel structures sir ?.

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Not at this time.. U can go through emmardeinstitute.com for a course on steel design

  • @dhanasekarp4343
    @dhanasekarp4343 4 หลายเดือนก่อน

    Super sir

  • @ayanpal8271
    @ayanpal8271 4 หลายเดือนก่อน

    How can I get this optimization engine?

    • @parishithjayan
      @parishithjayan 4 หลายเดือนก่อน

      It's not yet released.. About to be released by next month.. U can reach me out through EMail : jparishith@gmail.com

  • @ashishsingh-pl3hl
    @ashishsingh-pl3hl 5 หลายเดือนก่อน

    Form where

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      There are several courses available online.. Check out emmardeinstitute.com for one such course

    • @ashishsingh-pl3hl
      @ashishsingh-pl3hl 3 หลายเดือนก่อน

      @@parishithjayan sir course bHot mahng h, itn paise nh h na

  • @ShrikantKharatmol0208
    @ShrikantKharatmol0208 5 หลายเดือนก่อน

    Ohh man 😮 i found gold on TH-cam. V.informative video

  • @tamhuynh9836
    @tamhuynh9836 5 หลายเดือนก่อน

    can you help? i want change start point and end point for beam using openstaad and i still can't find guice of it in openstaad from StaadPro program. pls help me

    • @parishithjayan
      @parishithjayan 5 หลายเดือนก่อน

      Mail me at jparishith@gmail.com.. Will help u out..

    • @tamhuynh9836
      @tamhuynh9836 5 หลายเดือนก่อน

      ​@@parishithjayan thanks i wrote mail for you.

  • @kalyanikaremore528
    @kalyanikaremore528 5 หลายเดือนก่อน

    How bracing behaves at expansion joint location?

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      The basic assumption is that, the force won't transfer from one side of the expansion to the other.. All the forces which arises from one end gable should be carried and transferred within the bracings provided before the expansion joint itself..

  • @tejaswikumar1217
    @tejaswikumar1217 6 หลายเดือนก่อน

    Dear sir, i am structural engineer and in am currently working on how to automate staad. But one problem i am facing, whenever i run the code i get ''zero as the return value. I tried to extract maximum/min bending moment function as specified in open staad library. How do i rectify it.

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Will make an elaborate video on this subject soon

  • @MOHDZEESHAN-zw8hn
    @MOHDZEESHAN-zw8hn 6 หลายเดือนก่อน

    Sir its very helpfull...but i cant find next tutorial vedio..help me out sir

    • @MOHDZEESHAN-zw8hn
      @MOHDZEESHAN-zw8hn 6 หลายเดือนก่อน

      Sir your vedios are very informative....

    • @parishithjayan
      @parishithjayan 6 หลายเดือนก่อน

      Thank u.. will upload soon

  • @StructuralEngineering-y8s
    @StructuralEngineering-y8s 6 หลายเดือนก่อน

    i will tyr first then comment on it~! Karan Tiwari Jodhpur India.

  • @priyadarsini4u
    @priyadarsini4u 7 หลายเดือนก่อน

    For the beam the unsupported length is full span or length upto ridge (if there is no column support at ridge)

    • @parishithjayan
      @parishithjayan 6 หลายเดือนก่อน

      It is upto the ridge. Considering the slope of the building is not less than 0.5:10. The apex of ridge node will act like a rigid joint, so the LZ value can be splitted at that location

  • @priyadarsini4u
    @priyadarsini4u 7 หลายเดือนก่อน

    What if the column is with lacings and battens.. say 5 m high column with lacings ( angles at 45 @ 60 cm spacing)

  • @sureshkumar-ji5kn
    @sureshkumar-ji5kn 7 หลายเดือนก่อน

    What is the LZ value for truss members ,its node to node distance or support to support distance?

    • @parishithjayan
      @parishithjayan 6 หลายเดือนก่อน

      Thats a tricky question... You can consider the node to node distance as LZ for the truss members. Considering that the top chord or bottom chord will be transported only as an assembly. If it is going to be a fully bolted truss, then care should be taken at the time of transport and erection so that member does not deform due to slenderness..

  • @aryat4961
    @aryat4961 7 หลายเดือนก่อน

    How to write a code to change the support conditions by using comment and uncomment button

    • @parishithjayan
      @parishithjayan 7 หลายเดือนก่อน

      U can write a code to change the support condition based on some toggle switch kinda interface.. But commenting and uncommenting the editor file is not yet available in OpenSTAAD

  • @ovaisbindawood7648
    @ovaisbindawood7648 7 หลายเดือนก่อน

    Can we design for American code, Is it available now…?

    • @parishithjayan
      @parishithjayan 7 หลายเดือนก่อน

      No.. the feature to incorporate American design is not yet introduced..

  • @trolllovindaddy
    @trolllovindaddy 8 หลายเดือนก่อน

    More staadpro tutorials for design of structures

    • @parishithjayan
      @parishithjayan 8 หลายเดือนก่อน

      Will do for sure..

  • @shermanwatts3135
    @shermanwatts3135 8 หลายเดือนก่อน

    P r o m o S M 💃

  • @ganeshpaudel2972
    @ganeshpaudel2972 8 หลายเดือนก่อน

    Thanks for this amazing video. I had a question - What happens if we do not provide the connecting member at the ridge line in this case, how does the bracings behave? What if we do not provide gable end column, Are roof bracings needed for no gable column case?

    • @parishithjayan
      @parishithjayan 3 หลายเดือนก่อน

      Obviously we are going to provide purlins above the rafters and near ridge there will be two purlins closer to the ridge, they try to transfer the force.. And incase if there is no wind column and the building is kind of open, we provide bracings on roof for the stability of the frame along the longitudinal direction.. There won't be much of a calculation subjected to calculating the force.. But there has to be minimum bracings provided on the roof to attain stability..

  • @stanzinnorboo7083
    @stanzinnorboo7083 8 หลายเดือนก่อน

    I am getting an error."ActiveX component cant create object" in services i set to automatic still the problem is not solved

    • @parishithjayan
      @parishithjayan 8 หลายเดือนก่อน

      Don't know what might be the exact cause.. Need to check with Bentley support team for such errors..

  • @aabbccaa-yh7lj
    @aabbccaa-yh7lj 9 หลายเดือนก่อน

    What is the size of stub to be used ??

    • @parishithjayan
      @parishithjayan 9 หลายเดือนก่อน

      The whole point of this video is to avoid modelling with stub and to go with Control/Dependency specification.

    • @sudhakarpersonal1926
      @sudhakarpersonal1926 9 หลายเดือนก่อน

      3 d model done in what software brother

    • @parishithjayan
      @parishithjayan 9 หลายเดือนก่อน

      U mean to ask about the images which is shown in the beginning of the video?

  • @Gowtzs
    @Gowtzs 9 หลายเดือนก่อน

    How can i download this MTO Generator

    • @parishithjayan
      @parishithjayan 9 หลายเดือนก่อน

      It is a paid tool. For costing and further process, do mail me in the following ID Email: jparishith@gmail.com

  • @rupanzilmamunprince
    @rupanzilmamunprince 9 หลายเดือนก่อน

    Nice video... Keep it up!! I am also very interested to learn design PEB

  • @suniljatav1937
    @suniljatav1937 9 หลายเดือนก่อน

    Sir, suppose we need to design rafter for the PEB building in staad having span 25 m and rafter ridge at 12.5 m, the whole rafter is divided into 4 segment in staad, then what will the Lz value that we need to specify in staad.

    • @parishithjayan
      @parishithjayan 9 หลายเดือนก่อน

      @suniljatav1937 The rafter ridge connection is considered as a rigid node and the LZ value for clear span rafter of 25m will be 12.5m.

  • @rajasekharkillana888
    @rajasekharkillana888 9 หลายเดือนก่อน

    Please post the daily series in staad 🙏

    • @parishithjayan
      @parishithjayan 9 หลายเดือนก่อน

      Daily series in STAAD or OpenSTAAD?

    • @rajasekharkillana888
      @rajasekharkillana888 9 หลายเดือนก่อน

      @@parishithjayan open staad

    • @parishithjayan
      @parishithjayan 9 หลายเดือนก่อน

      Will start doing..