Multi-storied Building Design in Etabs v18 | IS 456:2000 | Part-1

#Modeling #Etabs #Basement
Tried to explain all the steps for modeling complex building with the basement, so it took a longer time span for the tutorial. That's why the tutorial is divided into two parts. Watch Part-2 to complete this design tutorial(link- • Multi-storied Building... ).
Note: There is unintentional slip of use in Selfweight Multiplier. Corrected it in Part-2(link- • Multi-storied Building... )
Join as a member to get resources(cad, excel) used in the tutorial. To be a member click the link given below- / @decodebd
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Related Tags:
Building Design in Etabs,modeling in etabs,residential building design in etabs,advanced modeling in etabs,soil pressure on basement wall,water tank load,underground water tank,overhead water tank,Multi-storied Building Design in Etabs,Multistoried Building Design in Etabs,etabs,csi etabs,etabs v18
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[@jafarsadiq6226]

Thank you bro brilliant. Thank you for sharing

[@Decodebd]

Welcome

[@nahidakhternishe6182]

Best KZbin Channel for civil engineers. May Allah bless you for your effort.

[@Decodebd]

Thanks a lot

[@kunalpatil7146]

Hello sir, You finally made design using IS code. I was waiting for it.

[@Decodebd]

Yes, thanks

[@rahulpanjiyar4228]

I have been also waiting fo this

[@rahulpanjiyar4228]

@@Decodebd Please make steel 4-5 story building using IS 800:2007(analysis, check and design part)

[@prathameshsutar3195]

How can I download the "design in etabs using IS code" pdf??

[@riyazulhaque2675]

Please make steel building..

[@kennyomega8937]

Lots of respect for you sir. Thank you so. Much May Allah give you lots of health and wealth. 🙂

[@imteyazuddinkaddade8156]

Assalamualaikum Sir, Best channel for Structural engineers , may Allah bless you for your efforts ....Thanks a lot Sir

[@Decodebd]

Walaikum as Salam. Ameen. Thanks and welcome dear.

[@indramlimbu6886]

Thank you for the video sir, but i have doubts in the lateral loads that you have applied on the walls of the water tank. I didn't understand how the loads are considered and how it is being applied. Sir, would you please help me to understand? Thank You

[@Decodebd]

Watch this- kzbin.info/www/bejne/ZqjcoGqbiZ53rac

[@aayushjain9075]

Thank you sir for teaching Etabs. I've learned a lot from this. Only one request from my side. Can I get Autocad file?

[@ajazmemon455]

Excellent modelling and presentation of this project Thanks a lot

[@vasubhadania]

can you please send me the cad file....??

[@gowthamiv4841]

Very nice.. Suggestions are directly plan can imported from CAD.. If the basement ht is 3.5m means the under water tank also ht of 3.5m?? Where the stiffness modifiers get exactly?

[@rcbsht9644]

i cant find a better tutorial than this. thanks

[@shehzadattarwala9936]

Assalamu-Alaikum and Ramzan Mubarak..... Finally the wait for IS code is over.... Thank you so much. May Allah bless you with best regards.

[@Decodebd]

Same to you. Ameen. Jajak Allah Khayer.

[@dushrene621]

Hello! THANKS FOR THE TUTORIAL! But how can i get those resources? Excel and that other document! That link is not working! Plz help me get them. Thank you

[@arnabdeb1723]

Dada.. You have considered self wt multiplier 1 for PW, FF etc. Is it required at all as You have seprately assigning considerable loads for PW and FF by calculating.

[@Decodebd]

Yes. That was unintentional I mentioned in the note at description section. In next part we will see explanation also.

[@ranjanhs3453]

Thanks Bhai. I appreciate your hard work. You have shared all your experience and knowledge to help beginners who aspire to be Structural engineers. Great work Bhai. keep up the good work Bro.

[@Decodebd]

So nice of you.

[@ibrahimsanusi2865]

@Decode Sir how can I join as member? I really need these files to go along. Just installed Etabs my pc. Thanks [e-mail] I also sent you mail on protastructure 2021, I want to buy the activation code. I need discount Sir. Thanks

[@sudeshshenoy6478]

the cover for beam is given 35 mm to centroid. I think it should be 43 mm(25 +8+10) . 25 mm is clear cover, 8 mm is stirrup, centroid of 20mm is 10mm.

[@Decodebd]

Yes you are right. Thanks, I missed stirrup.

[@sudeshshenoy6478]

the stiffness modifiers are for analysis purpose only and not for design. This is mentioned in IS: 1893 ,2016 PART-1. Correct me if I am wrong

[@Decodebd]

Why will you do analysis only? For serviceability check? For serviceability check stiffness modifiers are more than the values used for design as we used.

[@Decodebd]

www.sefindia.org/forum/viewtopic.php?p=65484

[@teamleader6620]

Excellent .. Plz can you attached (CAD +Excel ) for this project ? .. i see diffeclete to provide from your link .. Thx

[@rishabhsrivastava3781]

Thank You very much sir for this elaborative video

[@elakiyarajan6617]

Really useful for us. You start posting videos as per Indian code. Thank you sir.

[@Decodebd]

It's my pleasure

[@bikeshshrestha9424]

SIR , REALLY THIS VIDEO HELPED ME A LOT, WHEN ARE YOU UPLOADING NEXT PART...THANK YOU VERY MUCH..WHEN I REACH INDIA FOR MY CLASSES I WILL BE A CONTRIBUTING MEMBER .

[@Decodebd]

Thanks

[@aamirsheikh8306]

Allah bless you sir ...thanks for sharing valuable knowledge ..may allah keep on increasing your knowledge.. jazakallah

[@azmat_waseem]

Maa Sha Allah.... Very Informative.... Shukran....

[@Decodebd]

Wc

[@modern_marvels]

Can you please mention the codal provision regarding stiffness modifiers for serviceabiliy and design criteria? In IS 1893 (Part I):2016, Cl.6.4.3.1 gives values for structural analysis and does not mention serviceablity or design.

[@kaderamraoui7601]

Thank you very much. We hope that you will study the same building using the robot program and compare the results between them.

[@Decodebd]

Will try in sha Allah.

[@kaderamraoui7601]

In sha allah

[@sadiyarajpura3014]

sir for wall load do we have to consider plaster or not ..if how much also floor load do we have to consider plaster at bottom + if false ceiling load

[@ridvanmahmuti]

Thank you brother for this video. Can you send us also a dwg file? I will be very thankful! JazakAllahu khairan

[@jyotiprakashsethy3072]

Sir... From where can i get the etab software? So that i can practice it by watching your videos??

[@gireshpt1]

You are simply great!!! God bless you.🌺🌺🌺🌺

[@Decodebd]

Thank you! You too!

[@niranjanshrestha1147]

Dear sir you said that for serviceability check the property modifier are different than that for design but in this video during the checking of displacement you put the same modifier as used for design. Please specify the clause of code for this. And during design can we take code based time period?

[@Decodebd]

In this video I haven’t cehcked displacement. Check tutorial on Soft story & Torsional Irregularity Check,there I have changed stiffness modifiers for serviceability check.

[@niranjanshrestha1147]

Thank you for the reply. And what’s about the code based time period?

[@MohitKumar-sr2zq]

Hello Sir Can you please provide excels that are used in this regard project for practice ?

[@riddeshnaik8503]

can you provide the link to your video about soil and water pressure calculation please? great video by the way thank you

[@summergirl4149]

Thank you alot. God bless you. You have helped me alot.

[@Decodebd]

You are most welcome

[@princehimu5822]

I want to be a member. And I want practice files. Will you please tell me the process? I'm your connection in LinkedIn.

[@Decodebd]

Click on "Join" button beside "Subscribe" button. If you can't see the button use vpn and select country US or UK. To get resources Join as "Loving Fansub" Category.

[@priyankajadav4859]

Please shear how to analys seismic analysis of interlocking blocks in infill walls using etabs.

[@ademsoguktas]

thanks for this video. I will ask a question. How we will define low floor and define diaphrams that includes low floor.

[@ahmedmohamedgurey6662]

Thanks for your sharing IS Code We are waiting for long, also please share all documents like excels and Autocad design, thanks again we are waiting for respect our request.

[@Decodebd]

Welcome & please support to our effort. Check the tutorial carefully I mentioned what to do get the resources.

[@huseyindogan-z8g]

nice work, how can i get the excel sheet if possible

[@mannankhance]

Thank you sir excellent video it helps me alot for my final major project thank you again for sharing this

[@amrmasoud5580]

Dear Decode Please tell me what is the best and accurate for doing performance based design of concrete structures; ETABS or Midas Gen? if there are other better ones, please tell me. Thanks

[@shaktisinhgohil7483]

For concrete structure etabs is best

[@sagurkhan5795]

Salam sir ... tremendous tutorial.... thanks indeed can you explain about the ramp like how do we calculate ramp length, slope, and thickness??

[@Decodebd]

Ramp length & slope provided by architect. From Architectural Section you can get these. Usually minimum ramp slope 1:6

[@amokekarthi8982]

Thank you for the video. very useful sir. But please tell whether we can get the total quantity of rebar in weight for the whole structure like in staadpro take off option? if yes please suggest me the steps and commands sir. Thank you

[@mohddanish7547]

very helpful

[@basalttrap4035]

Thank you sir. You share your valuable knowledge to us. Thank you again.

[@Decodebd]

So nice of you

[@himeshrana3198]

sir after applying floor finish load 1.5 what we have to do "add to exist load" or "replace the existing load"...i am really confuse about this...if we are doing replce that means we have to only provide live load not providing ff load....plzz comment on this

[@actressmania2106]

Will u plz tell us how to make G+20 building optimum in E-tabs

[@kaustavdas7744]

Hello, I just subscribed and became a paid member. Does anyone know where I can find the drawings for the structure, so it can be easier to follow along. Thanks

[@Decodebd]

You are a donor fan. Please check the membership category & benefits. You can contact me by mails. [e-mail]

[@kaustavdas7744]

@@Decodebd what membership should i chose

[@Decodebd]

"Loving Fansub"

[@julioolivera3413]

excellent video, greetings from Peru

[@sujanbadgami4308]

hello sir,thanks for ur all effort beautiful mind with great video keep it up. also my qsn is that - 1.while we rest secondary beam into the primary beam and modelling is it necessay to break primary beam at the intersection with secondary beam or just joining the secondary upto the primary? 2.length of bldg is taken within the colm or with in the cantilever top? 3. when often the short beam with in the colm. i.e like 2' long beam fails during analysis?only +ve or _ve bm n how to pass the beam

[@Decodebd]

1. No need to break. 2.Length taken one slab end to another slab end (max distance at ground floor roof). 3. We need to release torsion, if not passing then continue the same beam section provided next to this beam. When larger beam section provided in a larger span continuing to shorter span requires the same section as on larger span.

[@sujanbadgami4308]

many many thanx sir may always allah radhe bless u

[@Abhishekkumar-ct9we]

Thank u sir I was really waiting ur videos.

[@Decodebd]

So nice of you

[@Musitefa]

Ma Sha Allah very interesting, please sir show us how to detail each structural member and make excel sheets using Eurocode.

[@Decodebd]

Noted

[@durgaindira5358]

How can we differentiate soft storey/open storey in etabs? Is that only wall load variation?

[@rahulpanjiyar4228]

The IS code is silent about the stiffness/property modifier for structural members. I surmise these values have been taken from ACI code. Do we need to take these values during design if we are following IS code for the same? Even if you take the modifiers, won't the torsional constant should be taken 0.01 for beam and column. Please enlighten

[@Decodebd]

For beam we can use torsional constant if it fails for excessive torsion. In that case we release torsion in beam that torsion transferred to alternate load path of slab & column.

[@Decodebd]

Equilibrium torsion cannot be released. Compatibility torsion can be released.

[@ramachandrareddysatti5607]

Sir tq for nice vedio Sir you mentioned that serviceability modifiers for beam = 0.5 and slab = 0.35. Sir from where these vaules you have taken i.e which code book and clause.

[@Decodebd]

It's clarified in ACI code. All of us can follow this as there is proper logic behind this. I have a tutorial on this named "Stiffness Modifier in Etabs...."

[@mdshahebaz9567]

Jazakallahu khaira sir for making this video

[@Decodebd]

Wc. Barak Allah.

[@shivakumarchandrapattana8506]

Sir will you please make an vedio for how to know our analysed and design building will be safe , stable and economic , on which output data we will decided the building is better for construction

[@Salman15691]

Very helpful video series..👍

[@fazalarju]

Sir, in your 2nd part video, pl give emphasis to understand the Mass Source defination in regards to soil pressure and water pressure.(super dead or live) . How it will act in seismic behaviour. And also load combination specially for water pressure load and earth pressure load.I also request you kindly elaborate regarding time period while modifying lateral load in seismic definition.whether it is 1. Approx 2. Programme calculated or 3. User defined for brick on fill as is code i.e 0.09h/sqr of dimension in x and y dir.

[@Decodebd]

Yes will try to cover all, and tomorrow will upload in sha Allah.

[@fazalarju]

Thank you very much sir.I also request you to show the maximum deformation under service load in uz. As per Indian code maximum deflection including creep,shrinkage is span/350 or 20 mm whichever is less. Some people says that deflection is calculated as = (maximum selection in uz - deflection at nearest colum)* creep co eff. The creep co- eff is 2.2 for 7 days strength of concrete ,Ref IS 456-2000 page 16. If possible please try to cover.

[@alaafawaz6431]

thank you very very very much

[@Decodebd]

You are most welcome

[@saudkhan2870]

very useful video as a beginner its really hard to catch your speed sir pls share link for G+4 building design link.

[@praveenrajbhandari2298]

Sir I have been using ETABS 2016, when I provided wall load in basement shear wall using null lines as mentioned on 43:50 min, there is warning when I check model. the warning is Warning: Line load L20 from (0 32700) to (0 38150) At BASEMENT RF is not transferred. Warning: Line load transfer, Check BASEMENT RF, L20. Total loss = 74.229. For load pattern PW. can you tell the solution.

[@Decodebd]

Check Part-2, Replace None line by Null beam.

[@raziqsamimi5379]

Can you please the pdf plans of this building ?

[@shubhamsirse2974]

Thank You so much 🤗

[@mowarsame5649]

I would like to get the all the related documents for this series.

[@kumarabhishek7547]

Can you share the etab model that you had made for reference?

[@engr810]

how to chose best optimal and economical sizes for structural members @ is it dictated by architect ?

[@adnanusmail7635]

mashaallah brother jzkumulah

[@Structure-Dubai]

hello sir, can you make one video on selecting the appropriate method for interpreting or cross checking the analysis results of real online structure come from software, which usually use FEM. thanks in advance.

[@ahmedhadee6738]

AL Salaam Alykom , Thank you for your kind effort.

[@Decodebd]

It's my pleasure

[@mukundkrishna5161]

Can somebody pls share the video in which the soil pressure excel sheet was explained? Couldn't find it in the playlists.Thanks in advance.

[@phaneendrakumar99]

Sir, I learnt a lot ....thank you and send, that word document, cad drawings and excels ...... Thank you very much

[@abdulrahiman344]

I was eagerly waiting for this Finally IS CODE

[@Decodebd]

Yes

[@ssenyonjohenry]

Hello Sir,how can I get this AutoCAD drawing that was used in this tutorial

[@mazharkhan9229]

Sir, we appreciate your efforts .

[@Decodebd]

It's my pleasure.Thanks a lot. Are you in India now or in Oman?

[@mazharkhan9229]

@@Decodebd india sir

[@prabinchaudhary3311]

Tutorial is very Good. Can you Please Provide me the excel sheet of calculation Chart for Load Calculation Sheet

[@amkstructures7892]

Thankyou very much ! next fazlur rahman of BD

[@Gintankeso]

Can you please provide that doc of design with etabs using is code which u were using.

[@arshichauhan7012]

Thnk u sir May allah bless u fr ur effort☺☺

[@Decodebd]

So nice of you

[@douglasstalin]

Gracias por compartir y excelente explicación.

[@shaikhshadab3441]

Ma sha allah achhi shurvat allah ke nam se

[@pankajnaik9626]

Hi sir I am used Etab18 but select beam do not show in dotted line.plz help to suggest settings in Etab 18

[@abuhanif5371]

In your tutorial what is the meaning of LVL ? Thanks a lot

[@imranmohiuddin968]

Assalam u alaikum Sir, Thank you for making this video. can you please show the page no.s of stiffness modifiers used in the video from code book.?

[@Decodebd]

In IS code stiffness modifiers are mentioned only for column & beams.

[@imranmohiuddin968]

@@Decodebdcan you please mention the page no.s for that from the code book?

[@manG.200]

Hello sir I like this video Very excellent teaching☺ I want also AutoCAD plan for this tutorial Can you please provide to us? If you can then shear as early as possible 😁☺

[@sudeshshenoy6478]

slab modifiers mentioned as 0.25 is nowhere mentioned in code. if mentioned in any of Indian codes , please let me know. In IS : 1893 2016, stiffness modifiers for analysis purpose are indicated as 0.7 and 0.35 for columns and beams respectively but there is nowhere indicated 0.25 for slabs

[@Decodebd]

Not specified in IS code but we can not consider beam and columns are only cracked section, slab also can be. And as per ACI code & csi knowledge base it is recommended. You can follow IS code strictly no issue for that one. But I want to be more specific/conservative in my design.

[@Decodebd]

www.sefindia.org/forum/viewtopic.php?p=65484

[@saurabhroy8606]

Thank you very very much for this video Sir

[@Decodebd]

Most welcome

[@askatv1015]

Thanks sir for this great work. I learned a lot of new things.

[@vuitehruaipuia6665]

Thanks. What About the detailing part? Please Respond

[@mohammedimranlicensedstruc1236]

Good Morning sir would like to know regarding " Isolated Column Footings" Define menu > Spring Properties > Isolated Column Footings command to access the Isolated Column Footing Specifications form. How to use this if any info please let me know

[@GerbiTube04]

best vedeos

[@hsrana9302]

Thanks for the sharing knowledge. Video running very fast at some intervals. Difficult to understand for new designers.

[@Decodebd]

I have shown the way. Then similar way we can do similar things, that's why these parts are kept faster to save the time of the video.

[@hsrana9302]

Thanks a lot Sir.

[@supriyadhekale1210]

Sir please make video on Modelling Tuned Mass Damper in ETABS or SAP2000

[@vidyasagarkambalapally8751]

Sir please make a video on design of composite structures using the stadd pro software

[@beenay18]

For some reason my cantilever beams of balcony always fails in (torsion+shear) no matter how big section I assign. What might be the reason? I also asssign the torsion constant for beams to 0. Even then it did not work. Have any body come accross this problem? I would be so grateful if somebody could tell me whight might be the reason? My balcony is just 4 feet outwards. i assigned 9in x 14 inch beam but it fails. load is just 5 inch slab and 3KN live load and paraphet wall is made out of glass which might me considered as 0.5 KN/m. can any body tell me what size of beam would a 4ft balcony need.

[@Longjupitor]

can I use ACI code in this building cuz I don't know about IS code

[@abelwasie6164]

That's good.

[@basherkabaha3858]

Sir, thank you for this beautiful explanation, but when I sign up for an AutoCAD file and an Excel file, it informs me that it cannot be bought. Please help me, I need to learn from you, I hope you give me a response.

[@rahulkmr4218]

Tq bro for this video👍🏻👍🏻

[@Decodebd]

Welcome

[@RameshKumar-ps3vn]

Very good explain Sir

[@Decodebd]

Thanks and welcome

[@liakatali4063]

As always Brilliant.

[@Decodebd]

Thanks a lot.

[@PoojanMistry]

Nice one please share the excel sheet link

[@sushantchadda5313]

Hello sir, i am one of your subscribers, i have a Q, we have a 12*57 feet commercial building so in that can we provide 9*12 inches columns with 16feet c/c spacing and with 6nos od 12 mm dia bar so this will be safe or not. love from India

[@Decodebd]

How much floors?

[@sushantchadda5313]

@@Decodebd sir total 3 floor including ground floor