PEB with Analytical Modeler: Part 2.8 - Gravity Load || Dead, Live, Dust load || Inclined Floor load

[@shivajisarvade88]

Awaiting further lectures in the PEB series.

[@civilengineeringwitharas4776]

Thank you very much for such nice instructions I have two notes: 1 - I think it is necessary to assign end moment release for the purlins and the side girts, as you know the connections of these members are simple and cannot carry over any moment. 2-The roof clads are directly connected with the purlins only, there is not contact between the sheets and the rafters, that is why I recommend to distribute the roof loads in one-way direction (purlins only). I will be thankful if you have any thing on my notes. Best Regards...

[@MOHDZEESHAN-zw8hn]

Valuable things have learn from this channel.....👍👍👍👍👍👍

[@aravindbalan852]

Sir please continue the series.

[@aishwaryar5271]

Please continue the series, Sir. And thank you for your effort...

[@Rahman-ec8pt]

Please continue this series Best ever series about Steel shed Design ever i find in KZbin. Please continue to clear my doubts about wind load,seismic load

[@surojit_ghosh]

Thanks, I will revive this series soon.

[@usmanraza7587]

@@surojit_ghosh Kindly continue this series.

[@BINAYAKSAMANTA]

Kindly start sessions on PEB sir

[@kiwalabyeibrahim7744]

Hi Engineer. Please continue the series

[@AsifAli-uu4wq]

Please continue the series🙏

[@rajatshrivastava7602]

please continue this series sir

[@win-pe7ud]

Thanks sir.

[@aravindbalan852]

Sir please continue the series

[@ShiraliP]

please continue

[@murtadhaabddulkareem7913]

Would you pls continue sessions for this series up to the design parameters?

[@surojit_ghosh]

This series has been cancelled due to low viewership. Unless it has been improved, I don't have any plan to revive this series.

[@murtadhaabddulkareem7913]

@@surojit_ghosh It was so comprehensive. So sad you will not continue.

[@lukog9622]

@@surojit_ghosh please continue. Your videos were very helpful

[@usmanraza7587]

@@surojit_ghosh Plz continue. Its a best-ever series on PEB design in STAAD pro.

[@kashaf9194]

Sir can you explain when to take fix and pinned and and also design of pedestal

[@shamamba02]

please continue the series. been stuck on how to apply wind load. the cable/bracing somehow disrupts the distribution of wind load to the structure and I dont know how to fix it.

[@surojit_ghosh]

You can go through this video to know more about application of wind load -- kzbin.info/www/bejne/mXqnh6Njqpxsr5o

[@shamamba02]

@@surojit_ghosh Thank you sir. I just found out that I do not have the wind load generator feature. I only got v22 up.6. still got the same problem with the bracing. it does not distribute the wind load properly. some areas are not hatched hence maybe Staad is considering it as an open hole in the structure.

[@peaceofnaturevloggs1449]

Sir please one video on snow load apply in steel structure

[@xyzz91]

I'm unable to apply the load on inclined roof, it's showing "cannot generate load for command" Please help

[@tinohuynh6401]

Hi Mr Ghosh, do you know how to model a fly brace which connects a main frame column to girt within the same node? Thanks sir

[@surojit_ghosh]

You question is not clear to me, a picture with the arrangement might be helpful. You can connect the girt with main column using brace member (including fly bracing), either you can model it in STAAD model or use a control dependent relation to simulate a rigid link without modelling it.

[@prithwishkundu3818]

Sir, for the bracing members I am using equal angle section but everytime the members fail because of slenderness. Can you please tell how to tackle this situation?

[@surojit_ghosh]

If Compression check is ok, you can bypass slenderness check using MAIN -1 and TMAIN -1 parameter for IS800:2007.

[@prithwishkundu3818]

Sir.. can you please tell that why the utilization ratio is coming high for bracing?the length of X bracing is near about 6.5 m and it is provided as roof bracing. But the utilization ratio is coming near 2. I am using 100×100×10 single angle section

[@josephlucas4115]

Still waiting for the next part

[@surojit_ghosh]

This series has been cancelled.

[@josephlucas4115]

@@surojit_ghosh please don't cancell,this is the only place where i use to learn

[@Structure-Dubai]

very comprehensive video series with very less viewership. sadly...

[@aravindbalan852]

Sir, please continue the series.