PEB Building Design in Staad Pro

[@Subbu1811]

Sir, Thanks for your endeavours to produce this highly informative video.

[@GaniSk]

It's my pleasure

[@reshudavane1741]

Nice explanation using Staad,but it would be more convinent to understand if u also explain full wind load design,how u get those values for column and rafter to be applied on staad

[@GaniSk]

Noted, Coming soon...

[@mothersgrace7632]

Hi , i like ur peb structure details in staad model but can u show 35m span peb model and i have a doubt in details

[@AAKASHN-q1i]

Can u make more videos on peb

[@mohammednajeeb7134]

What If we are designing for 9m columns wat will be the value for ly lz unb unt please explain

[@GaniSk]

Ly - Maximum Unsupported length of the column - 2.5m Lz - Total Length of the column - 9m as you mentioned UNB & UNT - Same as Ly value

[@mohammednajeeb7134]

Thank you sir

[@GaniSk]

most welcome

[@TusharSonawane]

Plz suggest any book or document on PEB structure or Guidelines to design PEB frame

[@ejazahmed9151]

Sir , plz share the book on design of PEB, If you have got

[@tarunkumar-sm9ws]

whether there is a manual for PEB structures

[@sunildhal7011]

We have to also provide the dff value for rafters?

[@GaniSk]

yes, you can provide

[@mirzaabdulrahmanbaig477]

Please make a video for connection design from staad pro

[@sanjeevreddy1756]

Thanq please provide more detailed videos of peb

[@GaniSk]

Sure, I will do soon

[@mahendraaandkaanchanpatil1489]

Sir do a video showing Is 800 2007 and Is 875 loads

[@suryaprasanthmuddana7038]

Can you do tutorials on abaqus from basics to buckling analysis of girders..please

[@aslahaslu4320]

Lz: 6 Lz:10 How to take these values And what is the function of Beam(1) Cb value command ? Please explain

[@DANICADarlingJose]

Super video..clearly understood.. Can u explain how design EOT crane load

[@saiimagineering8801]

Analyse for rolling/moving loads and design for the practically worst case

[@win-pe7ud]

thanks bro.

[@GaniSk]

You are most welcome

[@junaidfarooqui4389]

For when i assigned tapered members, while design it shows design of member is not supported. What can I do sir?

[@GaniSk]

did you followed each and every step as mentioned in the tutorial, if you skip one step, you won't get the output. take a new file and do it as mentioned in the tutorial, then you may get the solution.

[@ejazahmed9151]

Same problem

[@saravananconstructions883]

Good

[@GaniSk]

Thanks

[@jagadeeshsama3060]

hi sir, can you please explain base plate design and if possible please share the excel sheet for base plate design.

[@sunildhal7011]

Ly is for purlin spacing I think

[@atulkv8830]

what abt purlins and rest of the secondary structure ??

[@GaniSk]

you need to design purlins and rest of the secondary structure separately

[@lnt8419]

Excellent bro

[@lnt8419]

Brother please make more videos in staad such as mezzanine beam and advise for purlin how to do. God bless u and your family this good service. Thank you so much again

[@ymv9741]

Very good Please do for IS 800 2007 LSD Code

[@GaniSk]

Sure

[@ymv9741]

@@GaniSk Thanks Sir

[@srinivasulureddy1508]

Please make video is code

[@wajahatsaifi5061]

sr can yo make a vedio on steel structure with indian standard code....

[@GaniSk]

yes, you will be get it soon.

[@akashjadhav5627]

Sir please design same structure for seismic load.in short video.

[@GaniSk]

ok, you will get soon.

[@srinivasulureddy1508]

Purlins are also create sir

[@mohammedalsharif5395]

The design is not complete, you must add Kz value for columns and rafter ( they will have in additional to moment a compression force )

[@GaniSk]

This in intermediate frame, so Kz value is not required.

[@mohammedalsharif5395]

@@GaniSk where can I find this in the code , I am using American code

[@tarunkumar-sm9ws]

hi sir, in design u didn't check the deflection Its crucial in PEB design

[@GaniSk]

Yes, you need to check the deflection also.

[@tarunkumar-sm9ws]

@@GaniSk HI sir i designed this structure in staad and its failed in deflection

[@GaniSk]

@@tarunkumar-sm9ws then increase the member size to pass, based on results.

[@tarunkumar-sm9ws]

@@GaniSk thank you

[@alok_1236]

Dear sir, Wind load calculation and how apply in stad Please give your number sir

[@nimishpatankar3563]

Why ind and uni

[@GaniSk]

uni indicates the UDL(Uniform distributed load) loading, where is the ind, i did't found it.

[@nimishpatankar3563]

Unb and unt and ly lz how to know where its provied

[@nimishpatankar3563]

@@GaniSk UND lY LZ UNB UNT why and and how to know there value to provied

[@GaniSk]

@@nimishpatankar3563 UNB, UNT are unsupported length of the structures, based on these values design will be performed.

[@sahilchopra1863]

Can you please explain more how we define LY. Because as I known we only need to define LY and LZ when it is defer from member length and as we see in this model LZ is equal to its length. And It's ok if you define it again but I think the LY is also its member length. So, Can you explain how to know it's LY or unsupported length?