How to apply wind load using Etabs & IS 875:2015 (Part-3) I Aspire civil studio.

Hello there ,
In this video you'll learn about the application of wind load using CSI Etabs & IS 875:2015 (Part-3). CSI Etabs is amazing tool for modeling ,analysis & design of super-structure . Where IS 875:2015 (Part-3) is indian code used for application of wind load. So enjoy this video till the end and hope you'll get to learn something new.
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Brochure for Master's in structural engineering : drive.google.com/file/d/1qDnh...
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Syllabus of Master's in structural enineering : drive.google.com/file/d/1DETR...
Thank you so much.

[@girishkumar6166]

I've done internship in etabs , i must say he's good at clearing doubt and also at explaining new concepts . If anyone looking for an internship or training then this is very right place 👍

[@aspirecivilstudio2516]

Thank you so much girish

[@prakashsinggirase9626]

Great place to learn structures 👍

[@itsyourRaaj]

Very informative, keep it up 👍🏻

[@saisai3028]

Nice training . I am going on with the internship programm . Nice explanation is given by sir

[@aspirecivilstudio2516]

thnx mohan

[@soshaldeulkar2491]

Very nicely explain

[@azmat_waseem]

Very Informative... Thanks....

[@charushila272]

Keep Going Buddy 💜

[@aspirecivilstudio2516]

Thanks ✌

[@aspirecivilstudio2516]

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[@gdeepika1205]

How to model CFDST (concrete filled double skinned tube) and analyse it in ETABS
I have modelled but it isn't recognised as a composite column in ETABS and hence can't be analysed as composite column. What to do?

[@aspirecivilstudio2516]

Kindly share Etabs model and your contact details on [e-mail] and let's discuss about this issue

[@somur_cse2378]

Sir... wheather the windward and leward coefficients are always positive or it may changes based on the sign given in the code book...?

[@aspirecivilstudio2516]

Wind coefficient will be positive always as it'll be acting in +x or +y direction, leeward coefficient will be negative always as it'll be acting in -x or -y direction.

[@yogeshbang]

Pls mk a video on gust factor in etabs as per IS 875 part 3 2015 with excel sheet

[@kayzinhtet3108]

can I answer me, we just consider wind speed 80 mi per hour and100 mi per hour of the same building are the same result in stability checking. I consider comparing those two wind speeds on the same building, but the stability checking is the same. IF it is possible. Or maybe I am wrong? Everyone can answer me. Thanks

[@aspirecivilstudio2516]

May i know what do you mean by stability checking,is it checking wind forces or what