Story Drift Check | Torsional Irregularity Check | IS 1893:2016

#Story_Drift #Torsional_Irregularity #Etabs_v18
This is part 3 of Advanced Response Spectrum Analysis
This part covers -
1. Story Drift Check,
2. Torsional Irregularity Check,
3. Prescribed Way to remove Torsional irregularity.
#Correction: It is IS 16700-2017 not IS 1893-2017 for stiffness modification factors.
Join as member to get resources used in the tutorial. To be member click the link given below- / @decodebd
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Related Tags:
IS Code,IS 16700-2017,Response Spectrum Analysis in Etabs,Etabs v18,csi etabs,Modal Analysis,Serviceability check,Drift Check,Torsional Irregularity Check,Advanced Response Spectrum Analysis,Stiffness Modification Factor for Serviceability Check,Building Design in Etabs,Building Design in Etabs as per IS Code.
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[@azmat_waseem]

Very Informative... Shukran.....

[@rahulsomde5094]

How do i join two align beams in Etabs as a one member, if one beam is inclined from say plane A to plane B and other is in plane B?

[@MohitKumar-sr2zq]

Hello sir how we can mesh slab in Staad pro. and another thing i want to know if there is large structure like this in staad pro how we can mesh all slabs in that situation??

[@engineerjirel4565]

shukriya bhaijaan

[@babulmia7350]

Great vai.

[@Decodebd]

Thanks

[@dhananjoydevnath9419]

Hello sir, it would be very helpful if you make a video on difference between IMRF and SMRF reinforcement detailing??

[@amadomax]

Hello, May you please provide the file resource for it

[@er.abhisheksharma2240]

What could be the advantages I get if I join your channel as top fan member. I have some doubts and want to clear them

[@kaderamraoui7601]

Thank you, our honorable teacher, very important topics and your channel is great, we are waiting for you a complete and detailed training for the autodesk robot software from A to Z, please

[@Decodebd]

So nice of you.In sha Allah.

[@kaderamraoui7601]

In sha allah

[@ronnie9096]

It is IS 16700-2017 not IS 1893-2016, by the way yet again amazing tutorial

[@Decodebd]

Yes,it is IS 16700-2017 not IS 1893-2017. By mistake I have noted that in the wordbook. Giving correction note.

[@mounika92]

Hello can u explain how to design composite slab in staad pro connect edition

[@Decodebd]

Will try in sha Allah.

[@rajeshkumarbharti3351]

thanks , sharing very innovative knowledge ,how to check soft storey in ETAB with Excel sheet

[@Thanatos5049]

What if structure fail in torrison

[@shahbazabid8002]

Thank you so much Sir for your useful teaching lessons. Stay blessed with the best. I have one question, is there any way we can create a hole on beams for plumbing in etabs?

[@Decodebd]

Welcome. No way to do such things.

[@shahbazabid8002]

@@Decodebd Is there any other software for this?

[@mahammadamirshaikh1952]

Video is good but I have one suggestion
It would be better if you explain the theory little bit like the importance of checking story drift and torsional regularity it will be helpful.

[@Decodebd]

Noted

[@Arbazhacker]

Sir please prepare analysis report too about this n teach us how to do this professionally

[@goodmorningindia3805]

Story Drift check ki excel sheelt mil skti hai plase

[@charangowdamn8661]

Sir do u conduct any classes for intersted studnets....I will make use that ... please conduct a tutorial for interest students sir ....I want to learn structural design..please conduct it sir

[@vinaysaini2657]

Nice .....Sir i have concerned this many time of my problem about join ...i am not able to join after changing many card. Everytime it show me card error please use another card...i want to join please help me sir ....reply me

[@JimaxMedia]

Please I need excel for steel design

[@maheshtelange5132]

Sir alo do P ∆ on this model

[@pankajnaik9626]

please send exel sheet

[@prafulnk8339]

Sir, Can you provide file resource for it

[@Decodebd]

Check mail.

[@prafulnk8339]

Sir, not received, please provide to [e-mail]

[@Decodebd]

Read the mail carefully.

[@gobindachandrapradhan6654]

This is is16700-2017 code

[@gobindachandrapradhan6654]

In service we don’t crack shear wall and columns

[@gaganpatidar9907]

hello sir, No disrespect but you have provided stifness modifiers with both the options at section properties and through assign frame . But in a pdf provided by csi i have read this
Modification factors can be defined as part of frame section properties and assigned
directly to line objects. Note that when modification factors are assigned directly to a line
object that also has modification factors defined as part of its frame section properties,
the two factors are multiplied. Therefore, it is intended that you specify modification
factors using frame section property definition or line object assignment, not both.

[@Decodebd]

Dear I respect you for your valuable comment. I knew that thing, but I wanted to explain the problem for providing stiffness modifiers in Section properties and it is better not to use stiffness modifier in section properties in the end of the tutorial, but later on I forgot that point. Thanks for the reminder. Will try to make a tutorial on this tricky mistake.

[@ramesham6691]

Please send me the resources files

[@Decodebd]

Drop your mail address. I will send as you have become a member.

[@wajahatsaifi5061]

sr ye excel sheet bnana or sikha dijiye bs yahi aa k ruk jate h🙄