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

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

Рет қаралды 137,290

4 жыл бұрын

#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
--------------------------------------
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
#Click Here To Subscribe the Channel: kzfaq.info?su...
#Checkout all playlists:
kzfaq.info_all_play...
---------------------------------------------------------------------------
LOVE YOU ALL MY VIEWERS & SUBSCRIBERS.
---------------------------------------------------------------------------

Пікірлер: 384

@jafarsadiq6226 4 жыл бұрын

Thank you bro brilliant. Thank you for sharing

@Decodebd 4 жыл бұрын

Welcome

@aamirsheikh8306 4 жыл бұрын

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

@kennyomega8937 Жыл бұрын

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

@douglasstalin 3 жыл бұрын

Gracias por compartir y excelente explicación.

@askatv1015 4 жыл бұрын

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

@mannankhance 4 жыл бұрын

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

@gireshpt1 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

Thank you! You too!

@rcbsht9644 Жыл бұрын

i cant find a better tutorial than this. thanks

@nahidakhternishe6182 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

Thanks a lot

@kunalpatil7146 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

Yes, thanks

@rahulpanjiyar4228 4 жыл бұрын

I have been also waiting fo this

@rahulpanjiyar4228 4 жыл бұрын

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

@prathameshsutar3195 2 жыл бұрын

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

@riyazulhaque2675 2 жыл бұрын

Please make steel building..

@shehzadattarwala9936 4 жыл бұрын

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 4 жыл бұрын

Same to you. Ameen. Jajak Allah Khayer.

@ranjanhs3453 3 жыл бұрын

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 3 жыл бұрын

So nice of you.

@ibrahimsanusi2865 3 жыл бұрын

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

@julioolivera3413 3 жыл бұрын

excellent video, greetings from Peru

@basalttrap4035 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

So nice of you

@Salman15691 4 жыл бұрын

Very helpful video series..👍

@imteyazuddinkaddade8156 Жыл бұрын

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

@Decodebd Жыл бұрын

Walaikum as Salam. Ameen. Thanks and welcome dear.

@azmat_waseem 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

@ahmedhadee6738 4 жыл бұрын

AL Salaam Alykom , Thank you for your kind effort.

@Decodebd 4 жыл бұрын

It's my pleasure

@rishabhsrivastava3781 2 жыл бұрын

Thank You very much sir for this elaborative video

@liakatali4063 4 жыл бұрын

As always Brilliant.

@Decodebd 4 жыл бұрын

Thanks a lot.

@elakiyarajan6617 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

It's my pleasure

@ajazmemon455 10 ай бұрын

Excellent modelling and presentation of this project Thanks a lot

@vasubhadania 10 ай бұрын

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

@000khalil000 4 жыл бұрын

Damn good tutorial! Keep up the good work. I am still very new to use lateral pressure on walls and also using ramps and slabs. I learned a affair few skills and trick from you mate. Much appreciated. 🙏🙏🙏

@Decodebd 4 жыл бұрын

Thanks

@shubhamsirse2974 Жыл бұрын

Thank You so much 🤗

@phaneendrakumar99 4 жыл бұрын

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

@bikeshshrestha9424 4 жыл бұрын

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 4 жыл бұрын

Thanks

@noobgameplay8006 4 жыл бұрын

we have been waiting for this tutorial thank u sir

@Decodebd 4 жыл бұрын

You are most welcome

@abdulrahiman344 4 жыл бұрын

I was eagerly waiting for this Finally IS CODE

@Decodebd 4 жыл бұрын

Yes

@Abhishekkumar-ct9we 4 жыл бұрын

Thank u sir I was really waiting ur videos.

@Decodebd 4 жыл бұрын

So nice of you

@amokekarthi8982 4 жыл бұрын

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

@summergirl4149 3 жыл бұрын

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

@Decodebd 3 жыл бұрын

You are most welcome

@mohddanish7547 3 жыл бұрын

very helpful

@arshichauhan7012 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

So nice of you

@Structure-Dubai 3 жыл бұрын

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.

@mdshahebaz9567 4 жыл бұрын

Jazakallahu khaira sir for making this video

@Decodebd 4 жыл бұрын

Wc. Barak Allah.

@ashrafalbhiry4397 3 жыл бұрын

THANKS

@Musitefa 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

Noted

@mazharkhan9229 4 жыл бұрын

Sir, we appreciate your efforts .

@Decodebd 4 жыл бұрын

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

@mazharkhan9229 4 жыл бұрын

@@Decodebd india sir

@MohitKumar-sr2zq 4 жыл бұрын

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

@saurabhroy8606 4 жыл бұрын

Thank you very very much for this video Sir

@Decodebd 4 жыл бұрын

Most welcome

@rezabegzad502 4 жыл бұрын

thanks, sir. brilliant work.

@Decodebd 4 жыл бұрын

Most welcome!

@dotienthinhcnf2-ktkt972 4 жыл бұрын

So great!thanks you so.much

@Decodebd 4 жыл бұрын

Our pleasure!

@amkstructures7892 4 жыл бұрын

Thankyou very much ! next fazlur rahman of BD

@alaafawaz6431 4 жыл бұрын

thank you very very very much

@Decodebd 4 жыл бұрын

You are most welcome

@riddeshnaik8503 2 жыл бұрын

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

@ademsoguktas 3 жыл бұрын

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

@ahmedmohamedgurey6662 4 жыл бұрын

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 4 жыл бұрын

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

@asangajurel8558 4 жыл бұрын

God bless you sir.

@Decodebd 4 жыл бұрын

Ameen. Thanks

@ridvanmahmuti 4 жыл бұрын

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

@25hokhan20 3 жыл бұрын

thank you

@Decodebd 3 жыл бұрын

You're welcome

@DesignReady. 4 жыл бұрын

Thank you Great effort

@Decodebd 4 жыл бұрын

Most welcome!

@ashishmaurya4377 4 жыл бұрын

Thanks a lot sir. Please make more videos based on IS codes, concrete and steel also.

@Decodebd 4 жыл бұрын

We will try

@rahulkmr4218 2 жыл бұрын

Tq bro for this video👍🏻👍🏻

@Decodebd 2 жыл бұрын

Welcome

@swapnilkatiyar8927 4 жыл бұрын

Show some light on Power Spectral Density analysis and Steady-State Analysis.

@kaderamraoui7601 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

Will try in sha Allah.

@kaderamraoui7601 4 жыл бұрын

In sha allah

@beenay18 3 жыл бұрын

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.

@sadiyarajpura3014 4 жыл бұрын

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

@shivakumarchandrapattana8506 4 жыл бұрын

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

@gowthamiv4841 4 жыл бұрын

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?

@ezhilarasan3776 4 жыл бұрын

Thank you so much

@Decodebd 4 жыл бұрын

@sagurkhan5795 4 жыл бұрын

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

@Decodebd 4 жыл бұрын

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

@saudkhan2870 3 жыл бұрын

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

@himeshrana3198 3 жыл бұрын

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

@durgaindira5358 3 жыл бұрын

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

@GerbiTube04 3 жыл бұрын

best vedeos

@Arbazhacker 4 жыл бұрын

U every Indian heart today sir please make a video also on connection design in STAAD Pro and Etabs as per IS Code

@boniphacesongo3709 4 жыл бұрын

Great training video, could you please share excel sheet as well?

@modern_marvels 11 ай бұрын

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.

@dushrene621 4 жыл бұрын

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

@sudeshshenoy6478 4 жыл бұрын

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 4 жыл бұрын

Yes you are right. Thanks, I missed stirrup.

@RameshKumar-ps3vn 4 жыл бұрын

Very good explain Sir

@Decodebd 4 жыл бұрын

Thanks and welcome

@kumarshinde3065 4 жыл бұрын

Sir can you make video on advance material property data in that explain in depth nonlinear, damping, time dependent properties along Indian and other code standards

@vinuvinu4686 4 жыл бұрын

Thank you

@Decodebd 4 жыл бұрын

Welcome

@civilpunchnama5912 4 жыл бұрын

Thanks a lot....

@Decodebd 4 жыл бұрын

@mukundkrishna5161 2 жыл бұрын

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.

@actressmania2106 2 жыл бұрын

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

@priyankajadav4859 2 жыл бұрын

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

@teamleader6620 3 жыл бұрын

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

@amrmasoud5580 4 жыл бұрын

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 4 жыл бұрын

For concrete structure etabs is best

@pankajnaik9626 3 жыл бұрын

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

@arnabdeb1723 4 жыл бұрын

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 4 жыл бұрын

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

@nadeem314 3 жыл бұрын

sir plzz make a video on design on mivan structures along with explanation

@aayushjain9075 9 ай бұрын

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

@abelwasie6164 2 жыл бұрын

That's good.

@fazalarju 4 жыл бұрын

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 4 жыл бұрын

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

@fazalarju 4 жыл бұрын

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.

@MohitKumar-sr2zq 4 жыл бұрын

Sir I want to know how we can design miwan wall and sunken slab in Etabs 🤔

@adnanusmail7635 3 жыл бұрын

mashaallah brother jzkumulah

@basherkabaha3858 4 жыл бұрын

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.

@imranmohiuddin968 4 жыл бұрын

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 4 жыл бұрын

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

@imranmohiuddin968 4 жыл бұрын

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

@civilideas1925 2 жыл бұрын

👍🏻👍🏻

@vidyasagarkambalapally8751 3 жыл бұрын

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

@sudeshshenoy6478 4 жыл бұрын

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 4 жыл бұрын

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 4 жыл бұрын

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

@sujanbadgami4308 4 жыл бұрын

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 4 жыл бұрын

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 4 жыл бұрын

many many thanx sir may always allah radhe bless u

@murrayekong7669 3 жыл бұрын

Thanks for the good work, please send the excel soil pressure file and practise files

@abuhanif5371 3 жыл бұрын

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

@ruchikagulabani8815 Жыл бұрын

👍👍

@riyazulhaque2675 2 жыл бұрын

Please make a vedio on steel structures..

@manG.200 2 жыл бұрын

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 😁☺

@supriyadhekale1210 2 жыл бұрын

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

@praveenrajbhandari2298 4 жыл бұрын

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 4 жыл бұрын

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

@raziqsamimi5379 2 жыл бұрын

Can you please the pdf plans of this building ?