Soft Story Check in Etabs

This is part-10 of Course for 10 Storied Building Design in Etabs
To get the excel sheet join as "loving fansub" member to this channel. Join link- / @decodebd
Other Parts of this course-
Part-1 link- • 10 Storied Building De...
Part-2 link- • 10 Storied Building De...
Part-3 link- • 10 Storied Building De...
Part-4 link- • 10 Storied Building De...
Part-5 link- • 10 Storied Building De...
Part-6 link- • 10 Storied Building De...
Part-7 link- • 10 Storied Building De...
Part-8 link- • 10 Storied Building De...
Part-9 link- • P-Delta Check in Etabs
#SoftStory #Etabs #Serviceability

[@Engrwaleed555]

Brother you are a blessing for structural engineering community. ❤️😊

[@basalttrap4035]

Thank you sir for your kind help.

[@e.a.m.structures4931]

Nice in-put Sir BD... More power to you sir, Salute!

[@sagurkhan5795]

Assalamoalikum sir,
Tremendous tutorial... Thanks a bunch... May Allah you Peace

[@Decodebd]

W.Salam. Thanks. Ameen.

[@geraldcolyvas732]

Thank you for this nice illustration
My question is this, why did you check for soft story with only Qx and Qy alone? Is there any point in the life of a structure where Dead load does not exist?
Why not use a load combination to check for the soft story just the same way we use load combinations to check for drift?
Thank you

[@bhat3090]

THANKS SIR. Nice explination

[@douglasstalin]

Gracias por la información

[@sardarali7407]

thank you and please the excel file and the site above for getting excel is not working

[@m.shaihanayub7179]

God bless you 😇

[@Decodebd]

Thanks

[@-musicofficial9163]

Sir if stiffness not ok i how to do and displacement over permissible limit

[@CNTutor]

Very nice sir
Make one tutorial about how to export all etabs detailing to autocad

[@ra8682]

excel sheet and mashalaah good work

[@gustavolazaro1639]

Hello, I have a doubt, when checking the story stiffness in the earthquake in the X direction, the Stiffness Y column does not result 0, and when checking stiffness in Y, the X column is also not 0

[@akshayuphade6944]

Hello
How we can give soft story to any model in Etabs.
Please help me..
Thanx

[@kkb3091]

Vaiya, which modifiers should we use while checking for soft storey? Cracked modifiers or 1.4 times the cracked modifiers?

[@mohaiminulhaque9064]

Thx for ur video. I've a question. when ground floor is used for parking in rc building, then it may be act as soft story as there is no infill wall whereas other floors have infill walls. but while modeling in ETABS we do not model infill wall rather provide load. So in that case how to check soft story effect for GF.

[@Decodebd]

Wc. As we don't model infill wall, we have to apply wall loads properly in each floor. If ground floor open, then there will be no wall load. As it has effect on floor stiffness calculated by Etabs, so you can check it easily from etabs data.

[@mohaiminulhaque9064]

@@Decodebd Thnaks

[@aroy6533]

Thanks for your vedio Please mention me the reference where shows if story drift is with in limit does not require story stiffness check.

[@vaibhavkothari5175]

While detailing we have to consider cracked section or not

[@Decodebd]

For detailing we will follow the design (ultimate loading condition) that includes cracking effect.

[@mohammedfarhan214]

Thanks Sir...

[@Decodebd]

Wc

[@janlhesternavasca3160]

Good day! I just want to ask what modifiers we are going to use? Do you use service stiffness modifiers?

[@Decodebd]

Yes, service modifiers.

[@janlhesternavasca3160]

Thank you for your tutorials very much help!! More power to you my friend

[@nayonbanglaneerman1611]

TNX

[@Decodebd]

Welcome

[@vaibhavkothari5175]

What design change we have to do if we got soft story in both cases

[@Decodebd]

Need to provide shear walls/bracing or lateral support to resist soft story effect. There should not be any much less floor area than above floor that may have soft story.

[@Beekeyy]

Hello sir!! I have a question here, hope I'll get the response!!!
How do we address vertical earthquake effects in Etabs? Indian code (2016) asks for consideration for vertical earthquake effects for structures given in Clause 6.3.3.1-IS1893 2016. (don't know if other codes have this provision or not?) . The code asks for load combinations using all three directions X, Y &Z. How can we define earthquake load in Z-direction? Is there any workaround for this issue??

[@piyushranjan1585]

Yeah it can be done.
In response spectrum analysis by defining a new constant function in z-direction.
And making load case of spec-z , acc-u3.

[@mrkhan3617]

AoA sir , kindly put these excel sheets in the description of each vedio. Thanks

[@sourajgupta5222]

Can you share how to make this excel in database.? It will be very thankful

[@almotasimb.elabiedy1084]

Could you please prepare a tutorial about torsional irregularities checks, and give us more insights about center of mass and center of rigidity and their effects on the structure. much appreciated !!!

[@Decodebd]

Torsional irregularity check is already there in my previous course for beginners.

[@HammadBashir809]

Mashallah

[@Decodebd]

Jajak Allah

[@noobgameplay8006]

sir can you please upload the etabs analysis of commercial building using Indian standard code

[@imranmridha6964]

if we get soft storey in a building, then what will we take concern and what will be the solution?

[@Decodebd]

Need to provide shear walls/bracing or lateral support to resist soft story effect. There should not be any much less floor area than above floor that may have soft story.

[@imranmridha6964]

@@Decodebd thanks sir

[@istiaqueahmed1144]

how can i get this excel sheet??

[@Decodebd]

Check resource page of the website www.decode-bd.com

[@hussanakbar8017]

salam sir please provide the excel sheets

[@mdsajibhossain898]

ami excel sheet guli kivabe pabo,Thanks in advance

[@Shahab087]

Siri didnot find the stifness table in results... Struxtural results.... Etc