Steel Design Project 1 How to Design PEB Building in Staad Pro

For more Steel Structure Design Staad Pro videos go to my channel, click on the following link / ganisk
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Пікірлер: 64

  • @naleenperera7911
    @naleenperera79114 жыл бұрын

    thanks. your video examples are very clear and easy to understand. can you upload truss and portal frame design examples to BS 5950 using staadpro . it would help me a lot. thanks

  • @rajashekarv7437
    @rajashekarv74374 жыл бұрын

    Great thing Sir.. Thank you so much for your clear explanation.. 🙏 I have doubts about how to calculate loads for steel building.. Please guide me sir..

  • @rajashekarv7437

    @rajashekarv7437

    4 жыл бұрын

    If possible you can make videos regarding load calculations in details then really it's more useful for civil engineer students ....🙏

  • @avinashgupta6572
    @avinashgupta65723 жыл бұрын

    Any video for PEB with EOT Crane loading?

  • @suzyonkhoma7165
    @suzyonkhoma71654 жыл бұрын

    First of all thanks..is it possible that you can make a connection design for steel frame structure in staad pro..thanks in anticipation

  • @me-se-1453
    @me-se-14533 жыл бұрын

    sir there is no load along longitudinal direction of building then why bracing and pipe struts is provided and what loads do bracing and pipe struts take?

  • @victorhugohernandez1407
    @victorhugohernandez14073 жыл бұрын

    Hola soy tu seguidor pero te pediría de favor siempre dieras en todos tus videos la opción de configurar el idioma a español por favor, saludos desde México.

  • @umesh1228
    @umesh1228 Жыл бұрын

    What about deflection chk. Is it within the allowable.?

  • @shaikzaheer3871
    @shaikzaheer38712 жыл бұрын

    @29 WHY YOU HAVE choosen LY for both rafters and columns...... as per my knowledge "ly" is used for columns and "lx" is used for rafters... correct me if am wrong...

  • @boopathiy.boopathi1186
    @boopathiy.boopathi11866 ай бұрын

    CAN YOU EXPLAIN IN A VERY DETAILED VIEW ABOUT LY, LZ, AND BEAM1 IN A SEPARATE VIDEO? HOW TO TOOK 1.5, 4,8 FOR RAFTER, COLUMN & BRACINGS.

  • @QualityStructurals
    @QualityStructurals4 жыл бұрын

    Dear sir Can you do the design for the T Rafter and Ridge Rafter in Staad Pro It will be very use full for new students Thanking you sir

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    Sure

  • @aravindhanvinayagam2430
    @aravindhanvinayagam24304 жыл бұрын

    sir please explain how to make earth quack model in staad pro with including wind load

  • @thecivilgirl7087
    @thecivilgirl70873 жыл бұрын

    Why are we providing extra dead load in addition to self weight? Is it the Load of the GI sheets and purlins?

  • @GaniSk

    @GaniSk

    3 жыл бұрын

    Yes

  • @abishak3506
    @abishak35063 жыл бұрын

    What is the procedure to calculate the Lz,Lx,Ly value?

  • @mkmuhsin
    @mkmuhsin4 жыл бұрын

    I got some bracing members fail eventhough i did exactly what you did. I badly need to check back. Can you share staad text file?

  • @jehadadeeb1469
    @jehadadeeb14694 жыл бұрын

    - How can I use Staad Pro to design the mounting structure for the solar (photovoltaic) system? - If I have an existing industrial warehouse, how can I decide if it can withstand the extra load for the solar panels and mounting structure (around 20 kg/m2)?

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    You can do the design for existing industrial warehouse also, this building was designed without solar panels load at that time, now you are adding solar panels, so you need to redesign that structure with solar panels load, Present, you don't have any design for this building, its OK, you can measure and take the values from existing building then redesign it with solar panels load in Staad Pro, if it is withstand, then no need to change any members. In case if it is not withstand for the solar panels load, then you need give extra support members to withstand the structure for extra solar panels load and redesign it in staad pro.

  • @UdayaKumar-si4ey
    @UdayaKumar-si4ey Жыл бұрын

    When we should select pinned or fixed base support? What are the criterias?

  • @GaniSk

    @GaniSk

    Жыл бұрын

    First you need to take pinned support next do design and analysis, if it's pass then you can use pin support. If it's failed that means forces are more at support then you need to take fixed support.

  • @raviprasadvoletiBR16L
    @raviprasadvoletiBR16L6 ай бұрын

    The wind loads applied just like that at random or for the B'lore region?

  • @GaniSk

    @GaniSk

    6 ай бұрын

    Not a random values, those are calculated design values.

  • @raviprasadvoletiBR16L

    @raviprasadvoletiBR16L

    6 ай бұрын

    @@GaniSk Thank you so much for your kind reply. One more doubt. In case the WLL/WLR values changes for both +ve Cpi and - ve CPi. Should we take the max value of +ve and -ve or we should have different combinations for both CPi +ve and CPi -ve?

  • @mdshahzamankhan46
    @mdshahzamankhan463 жыл бұрын

    please show connection design in manually

  • @handcannon9814
    @handcannon98143 жыл бұрын

    No need to release moment on the cross bracing?

  • @GaniSk

    @GaniSk

    3 жыл бұрын

    based upon bracing connection type

  • @lestr873
    @lestr8734 жыл бұрын

    Sir how you take load values...is your putting random values for describing purpose or any particular method to find...

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    with design calculation

  • @lestr873

    @lestr873

    4 жыл бұрын

    @@GaniSk sir I need design calculation notes if you don't mind share to my email (laxmanettinamani1144@gmail.com ) I am doing project on this topic. It will be greatest help.... Thank you. ..

  • @kiranhubli3397

    @kiranhubli3397

    4 жыл бұрын

    @@lestr873 have u got that design step??

  • @sankalpagrawal9868
    @sankalpagrawal98684 жыл бұрын

    U had to make Lz 10 for rafter instead of 5

  • @sarfarazali2647
    @sarfarazali2647 Жыл бұрын

    Sir, how you take LX, UNL and LZ, please explain

  • @theroamingbug5798
    @theroamingbug57983 жыл бұрын

    Hi gani can you please upload weight analysis on stad pro. Or load calculation

  • @GaniSk

    @GaniSk

    3 жыл бұрын

    Ok, Sure

  • @theroamingbug5798

    @theroamingbug5798

    3 жыл бұрын

    @@GaniSk thanks.

  • @aravindhanvinayagam2430
    @aravindhanvinayagam24304 жыл бұрын

    Sir how to finalize the tapper section initially...and also I need clarification for why wind load 90 degeree is not considered , you are giving pinned support so ther is any effect for not giving kz factor.. sir please help me...

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    Initially you can take any size, after design and analysis, we need to optimize the steel and finalize the member sizes. yes you can apply wind load 90 degrees also on end frames. kz factor doesn't effect the design.

  • @priyadharshinir3498
    @priyadharshinir3498 Жыл бұрын

    sir can you let me know how you calculated dead load live load & wind load

  • @GaniSk

    @GaniSk

    Жыл бұрын

    Noted

  • @jayvasquez3029
    @jayvasquez3029 Жыл бұрын

    I would like to ask Sir, is earthquake not included in the design parameters?

  • @GaniSk

    @GaniSk

    Жыл бұрын

    yes, earthquake load is not included in the design parameters

  • @Hariharan-lf9fe
    @Hariharan-lf9fe3 жыл бұрын

    Sir Can you explain how to get the Load measurements (like DL, LL , and WL)

  • @GaniSk

    @GaniSk

    3 жыл бұрын

    Noted

  • @Hariharan-lf9fe

    @Hariharan-lf9fe

    3 жыл бұрын

    Thanks to replay sir please explain

  • @abhijeetroy234
    @abhijeetroy2343 жыл бұрын

    can u provide design data of this design

  • @user-ev1uo7wt4t
    @user-ev1uo7wt4t7 ай бұрын

    YOU HAVE TO CHECK DEFLECTION AGAINST WIND LOAD

  • @GaniSk

    @GaniSk

    7 ай бұрын

    Noted.

  • @jackjeroyee5589
    @jackjeroyee55893 жыл бұрын

    Sar my company name is Jack and jeroye engineering& enterprises are you have support in software

  • @moaffanansari9021
    @moaffanansari90214 жыл бұрын

    you didn't use bottom flange width and thickness...how is it possible?

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    If you don't mention bottom flange width and thickness, by default it will tack same size as mention in top flange size. .

  • @moaffanansari9021

    @moaffanansari9021

    4 жыл бұрын

    @@GaniSk thanks..i have some more doubts...how i can discuss with you?

  • @eyayudires8039
    @eyayudires80394 жыл бұрын

    how to add number of anchor bolts in tekla structure

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    Number of Anchor bolts based upon calculation, that part done by the connection designer.

  • @eyayudires8039

    @eyayudires8039

    4 жыл бұрын

    @@GaniSk for a certain project I try to use 8 anchor bolts for a single base plate in tekla structure. but It is not impossible to edit number of anchor bolts so how can I edit it? please

  • @GaniSk

    @GaniSk

    4 жыл бұрын

    @@eyayudires8039 To edit the number of anchor in tekla structures refer this tutorial

  • @zulfekhar8367
    @zulfekhar83673 жыл бұрын

    Sir please explain the load calculations

  • @GaniSk

    @GaniSk

    3 жыл бұрын

    Noted

  • @samynathan8785
    @samynathan87859 ай бұрын

    You irritating the listener with display of logo in video