Multi-storied Building Design in Etabs v18 | IS 456:2000 | Part-2

[@soganideepak]

Needless to say that this video and others which you offer on a price are a must see for all the designers !!

[@Decodebd]

Mail me at [e-mail] for any document you need.

[@kaderamraoui7601]

Thank you very much, my dear brother, for all the efforts and information you provide. Your channel is great. Continue to offer the best. We are waiting for you a lot.

[@Decodebd]

You are most welcome

[@kaderamraoui7601]

Thank you my brother

[@adnansyed7197]

Thanks alot for your efforts stiffness modifiers for slabs and others are mentioned in IS 16700-2017 (Table 6 cl.7.2) .

[@Decodebd]

Thanks for your kind information.

[@parthgandha]

But how did you assign the wind load in it after determining the coefficients ? Do we have to assign in on shells or is it taken automatically??

[@ajazmemon455]

Thanks a lot for this valuable presentation of multistoried building seismic and wind design and please mention about outriggers and truss belt concept in structures

[@riyazulhaque2675]

Here while choosing response reduction factor we have to choose dual system of ductile RC structural walls with SMRF.. For that also factor will be 5..

[@liakatali4063]

Salam and thanks for hard job in ramadan.

[@Decodebd]

Same to you brother.

[@ashishmaurya4377]

Thanks a lot sir for this video. Please make video on full Detailing parts of a structure.

[@Decodebd]

Will try my best in sha Allah.

[@mamhjn]

Really appreciated your effort. I have one qquestion. Why did you apply horizontal or seismic load at the basement top which is below ground level?

[@RostonMathias]

Thank you so much...These tutorials helped me a lot....

[@debanjanghosh-yl1ik]

To model straight shear wall with no opening in Etabs, the "Auto meshing" option needs to be selected or the "Default- No meshing" option? I have checked that beam reinforcement coming is completely different for these two cases.

[@sunjaymishra9654]

Sir can you plz make a tutorial for detailing as per IS code in tekla structures

[@lyith6534]

Thanks so much for always sharing such good contents.

[@Decodebd]

Our pleasure!

[@mrappleprotpt8178]

I have been in site construction 3 months, I saw sheet pile placed around parameter of building, when finished constucting basement wall, sheet pile driver went through the ground slab to remove sheet pile out of ground so load of the machine exert force over the slab so during construction process what should you consider construction load or uniform load per square to maintain Heavy vihicle and storing materials ?

[@relianceengineering3710]

Sir, thank you for your wonderful and organized presentation. I still have a question regarding the time period of the structure. In your presentation the program determined time period has been used. Does it means that the fundamental period of the code need not be used?

[@Rakeshkumar-sw9fy]

Sir can u please make videos on design and analysis of precast structures in Etabs

[@ashrafalbhiry4397]

THANKS

[@DBD2766]

Hi sir from bangladesh

[@DesignReady.]

i was waiting for part 2 is there will be part 3?

[@bhavanamsrinu]

Brother thank you so much for this

[@Decodebd]

My pleasure

[@PawanKumar-xr4qm]

Thanks for video. I have one doubt can u tell me what is the limit of shear stress etab uses to check failure of spandrels. As per is code tcmax has to be 4n/mm2 but my spandrel is failing even for value less than this why so??

[@tajsay]

thank you so much for your wonderful explanation. I appreciate your time and effort . jazakallah khair

[@Decodebd]

It's my pleasure

[@supriyadhekale1210]

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

[@bluebird53]

Respected. In concrete beam Rebar what is it mean by 4CB2 after detailing how can I prepare my excel sheet

[@KiranKumar-ev2sg]

Sir Thank you for the video, But, for high rise buildng like this we have to check , P-delta effect also, right.

[@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

[@sonjuiktahuidrom4771]

Sir if I design retaining wall in etabs, will I consider the base portion as base slab? Do I need to design the base portion of the toe and heel slab as slab design? Any suggestion?!

[@bikeshshrestha9424]

AWESOME 👍. THANK YOU..

[@Decodebd]

Thank you too!

[@sagurkhan5795]

thank you so much.. why column existing near shear wall demand more reinforcement even though less load as compared to far column ??

[@Decodebd]

Which column you indicating I am not sure, may be that one smaller having section size.

[@sagurkhan5795]

@@Decodebd thanks ... i am not indicating here... i am just facing when i analyzed or design by etabs this type of case i faced which the columns are existing near shear wall demand more reinforcement in spite of less load carry.. could you explain pls??

[@manik.c834]

dear sir, appreciate your efforts, great work. I need all resources used for this project, AutoCAD files and excel sheets, please do needful

[@soganideepak]

How does one free the internal columns from the Seismic Load. I heard you can transfer all or partial seismic shear to the Shear Walls and free the rest of the structure

[@rahitechnology7917]

Thanks a lot, dear. is there a coming part as well?

[@vinaytalla2905]

Where do we find Detailed REBAR Sections for slab, columns and beams

[@venkateshalakuntla]

Good work brother. When will the video (part 3) be uploaded?

[@Jeelan10A]

U are so awesome..😊

[@Decodebd]

Thank you so much 😀

[@akashpawar3950]

Thak you sir god bless you. Plz make a video on after this, analysis n design of Foundations using Indian standard code🙏

[@abinashshah9137]

I think you have to do in sap2000or stadd pro

[@kshitijagarwal9746]

Thanks a lot sir. This is what I was looking for. Can you please share data sheets..How should I go from the last bit in the video towards making a working drawing for this site ?

[@saurabhramraopatil]

Hello, sir I wanted to join the channel but i have one doubt and that is, if I joined it by paying 159 per month will i get all the drawing and data used in each video or only the particular videos?

[@Decodebd]

You have to join as "loving fansub" member.

[@abuhanif5371]

Pls upload part 3 including Under ground water reservoir and over head water reservoir

[@dohaali5612]

Can you help me in my project design 10 story by ettabs..

[@harshaldalal9765]

When shear walls are of shape "C" or "L" in plan as it is in this model (lift core wall), can't we provide similar pier id to all the sides of that wall? Please explain with reason.

[@mesginagebreegziabiher3646]

Yes we can! but the reinforcement shall be distributed in all legs

[@majidhamah]

thank you sir , do you have training center, online courses ?

[@manisingla3860]

Sir last video m apne torsion 0.35 Kiya tha ..iska matlab ki hm 35% consider kr rhe h But this video m apne analysis k bd jb beam k size chnge kre apne btaya compatibility torsion . Fr apne property modified m torsion 0.25 kra phle 1 the ...m smja ni sir Dono video m difference ku h And jb hm design krte h first run se phle torsion 1 le ya .35 ya .25

[@rinvirak6775]

Hi sir,Can you do the video , how to check overturning moment from etab ,thank

[@Decodebd]

Here it is- kzbin.info/www/bejne/rXPOm41md5ybd6s

[@vijaybansode8263]

Sir i have design the g+1 buulding in etab .. i follows simmilar steps like u design.. i m getting upper floor column Ast is more than lower storey column.. and my sme column are failing in beam column capacity failure. Plz suggest me sme tricks to solve such problem. And plz tell me why i m getting like this result.

[@532_md.fayshal5]

sir basement roof floor show extram torsonal irregularity. 3.2

[@sujanbadgami4308]

in the high rised building ,how can we minimize the top same vertical colm as compared to the lower as the load on the top is small then bottom

[@sdcshome]

Excellent work. Very helpful for me. Sir Please share all resources data sheet related to this video. Thanks

[@Decodebd]

Drop your mail address

[@Decodebd]

Sent

[@raju__AYU]

Bro why u not sharing Excel sheets ,at least we can learn from u ..ur too better than my faculty

[@Decodebd]

As youtube started supporting creators by having members, so we have to get some values for our work. I hope you will understand it.

[@dailyhacks2244]

It was nice with neatly explained, but I have small doubts bro 1. Why did u use none line and applied load to that 2. Is releasing torsion procedure is same for relaesing moment 3. What is the distance that you entered in floor meshing 4. What is the use of diaphragm and mass source bro

[@Decodebd]

Check part 1 & this tutorial fully, I have explained.

[@dailyhacks2244]

@@Decodebd no bro, I checked,

[@dailyhacks2244]

@@Decodebd u have explained procedure, but y u use none line and applied load Haven't, plz can u send in short form

[@dailyhacks2244]

Bro please tell

[@dilipngangom4198]

When and why should we use target displacement in shear wall design, Sir?

[@Decodebd]

Target displacement is nothing but allowable displacement for shear wall as per design codes, by using this we can design required shear wall thickness 1st then we can go for rebar design.

[@williamsentemtz9652]

Thank you sir. Would you please upload a detailed tutorial video on P-M-M interaction curve?

[@Decodebd]

Will prepare as soon as possible in sha Allah.

[@kartikjkdesignbuild1548]

Please also explain how to assign live load reduction factor in Etabs

[@Decodebd]

Etabs Automatically considers it as per Design Code

[@arnabdeb1723]

@@Decodebd I think for considering LLRF, while assigning load pattern, Live Load should be changed to Reduceble Live Load.

[@Decodebd]

Yes,if we specify load pattern as RLL then Etabs automatically calculates it.

[@MadeWun]

Great work Bro. During the analysis, I have a warning of floor beam overlapping with a NullBeam... pls how do I resolve this?

[@MadeWun]

Went through your past vidoes and got the warning resolved! Thanks

[@rajveersingh-kj3np]

@@MadeWun which one. Even i am getting 76 warning

[@nabinsunar324]

Thank you soo much

[@Decodebd]

You're welcome!

[@faizahmad6197]

Sir for serviceability how to check allowable displacment based on etabs resulte can U pls make a video

[@reshudavane1741]

Sir can you share water tank design excel sheet pls...which u used in video to calc.water pressure

[@abinashshah9137]

Sir, could you please upload videos when house is constructed in a hill which has inclined surface and even after cutting for horizontal platform , retaining pressure can be exert on future

[@thecivilboyverma1430]

kzbin.info/www/bejne/o5-cip-nbNpjbdU

[@md.bayzeedhossain2923]

Why you Can not Consider Positive and Negative eccentricity in EQ load pattern?

[@milan.nakum23]

Sir, one query 'how to draw column upto specific height/reference plane? Let's say i want to model it for parapet height? Please reply.

[@jaywantmadane4843]

Sir make in video in underground parking with high rise building

[@dilipngangom4198]

Sir my landing beam section is becoming very large to the tune of 40cmx 70cm in seismic zone -V. So I want to transfer only the vertical loads of the waist slab as is done when waist slab is not modelled. How can we release the axial force of the shell element of the stair.? Also can we release the torsional stiffness of landing beam?

[@Decodebd]

In that case you can avoid modeling landing beam. Just model landing slab.

[@dilipngangom4198]

@@Decodebd Thank you Sir . But how the 20cm or 25cm thick thick landing slab can rest without the landing beam?

[@Decodebd]

Landing Slab can rest on two column supports like Flat slab.

[@dilipngangom4198]

@@Decodebd Thank you sir.

[@pranayvankar3490]

sir rebar percentage is increasing to upper floor in my design so why is it happening and what should i do

[@AnkitJain-wq5yf]

Sir where did u learn all this

[@akshaythakur2395]

Nice Video 👍🏻

[@Decodebd]

Thank you 👍

[@ganeshshinde3907]

Hello Sir I have modeled all things as per ur video and when i checked the model i found no warnings. But after run analysis command i found one error that "Negative Jacobian Encountered. Check element connectivity and joint coordinates for element 96-49". Please help me for this error. Cz i cannot resolve this and due to same i cannot proceed further in my practice.

[@bikalbastakoti596]

BISMIALLAH HI RAHIM :)

[@omikaps2684]

Sir pls make a video oon design of isolated eccentric footing...

[@Decodebd]

There is already using ASDIP foundation & staad foundation advanced.

[@omikaps2684]

@@Decodebd sir in stadd foundation advance software there is no eccentric footing design option is available....

[@markdimonyeka5217]

Please why is it that Etabs doesnt support BS8110 on material properties selection, how else can i overide this

[@dieudonnemaniragaba7423]

Hello Sir, I have joined as a 'loving fansub' to have access to cad and excel files used, how will I get them?

[@Decodebd]

Drop your mail id.

[@dieudonnemaniragaba7423]

DECODE BD [e-mail] or [e-mail]

[@Decodebd]

sent

[@MGado2030]

@@Decodebd [e-mail]

[@ibrahimsanusi2865]

[e-mail]

[@faizahmad6197]

Sir how to identify governing load combination

[@papunaaxaladze3613]

I have Problem I think I cannot Transsfer Load and Even self load From wall to Colum. What Should be done In This Situation. I have 35 Storey Building and Every Column Has 25 Kn/m It shouldn't be like this I think it can't be transfered something Through The levels. What can be the problem Could you tell me?

[@saikrishna-fy1jc]

Sir can you create a what's app group for structural engineers and please make a video and checklist on g+ 5 as per is 456 And is 800 sir we will definitely join in your channel

[@Decodebd]

Actually It's very tough to manage whats app group because of busy schedule. Hope I will be able to be independent to leave my job one day in sha Allah. That I will do it in sha Allah.

[@rahamathpinjari4674]

Zazakallah bhai, please guide me one book or any pdf u have how to detail and design the commercial and residential building by own.

[@-musicofficial9163]

Why we have to modify section property modifiers ?

[@Decodebd]

To consider concrete member as cracked section as per their behavior under long term loading.

[@nabinsunar324]

is there any tutorial regarding steel structure

[@Decodebd]

Steel Shed in SAP2000, Robot Structural Analysis,Cype available in my channel. These are as per ASCE code.

[@Decodebd]

Multi-storied building done inProta Structure. In Etabs also will come soon in sha Allah.

[@engineermohammedsoyebbadgu3714]

Asslamualaikum Can You Teach Us How Can we Detail All Members in RCDC with Indian Code.. Thnaks

[@aniketgupta1278]

Sir,i am getting negative jacobian error while analysis,pls help me out.

[@shaktisinhgohil7483]

Can you make detailing part in next video

[@socialawkward2907]

Sir can we request building design using ASCE 7 on Etabs 18? UBC97 was stripped on the latest version and the seismic design used on previous tutorial cannot be applied on ETABS 18. Thank you sir.

[@Decodebd]

Will do in sha Allah.

[@socialawkward2907]

@@Decodebd Thank you so much sir

[@Gintankeso]

Thank you for this tutorial it was very helpful. But, please at least share that file "design in etabs as per is codes.docx". It will be more helpful free education. It's hard to check every code.

[@ronnie9096]

sir, waiting for dynamic part will upgrade for that

[@Decodebd]

As soon as possible

[@ronnie9096]

​@@Decodebd sir, in this video you've used only two diaphragms. D1 and D2 all flexible. for basement and typical floor u've considered D1 and on roof D1 and D2 for two separate area. my question is can we define unique diaphgrams D1,D2,D3,D4 for each floor and two diaphrgram for 2 area in same floor. is there any difference between the two method? or is it same ???. plz share the wind load calculation excel sheet as well

[@Decodebd]

I have explained in the video also. You people are not watching video with patience. I told there is no need to define different diaphragm for each levels. Different diaphragm needed if in any level there is separated areas.

[@arnabdeb1723]

Not seen two things: 1. For natural period you have considered as program defined, for brick infill even after 2016 revision of IS1893, we use T= 0.09h / (d)^0.5 2. As seen on last video (part 1) you have changrd soil load case scale factor to -1. But not seen to provide +1 and -1 for lateral loads. Is it mot necessary? Guide plz

[@Decodebd]

1. You can provide calculated value or you may leave it to the program for calculate. 2.Soil Pressure load acting against the local 3 axis of basement wall. To fix the direction I changed the scale factor as load applied along local 3 axis. No need to define another load case with positive scale factor, if you do so that will be wrong.

[@arnabdeb1723]

@@Decodebd thank for reply. But still have a dobut, during some practice, while providing, seismic load (EQX), load case defined with two EQX with one SF +1 and another with SF -1. Should we wont use that? I think when we apply load pattern we rovide for +ve dirction, so specially for irregular structure, -ve dir can be introduced by adding a -1 SF

[@Decodebd]

For seismic & Wind force, these acting from both direction that's why once +1 & another with -1

[@ravinderswami2938]

Why wind load is provided only in one direction..

[@rajendratamang4853]

Sir , why Dynamic Analysis was not conducted though time period is greater than 0.4 ?

[@Decodebd]

Linear static done upto this part. I will try to do that one in next part in sha Allah.

[@rajendratamang4853]

we are really waiting for the next video sir..Dear sir why you have considered both wind load and earthquake load ? at what condition ,we take both loads( what about the steel frame)?? ..kindly explain explain upon it

[@doninababan1200]

Please make the detailing of this tutorial on CSI details program, merci

[@Decodebd]

Will try

[@abinashshah9137]

Ya, I need same

[@atharuddin9594]

if i join as a loving fan what benefits will i get ... will i get some excel sheets materials

[@Decodebd]

Yes

[@atharuddin9594]

@@Decodebd I AM JOINING TODAY

[@Decodebd]

Thanks

[@saurabhramraopatil]

Sir I have joined as loving fansub, can you guide me on how to get resources?

[@Decodebd]

Sent

[@vasubhadania]

Please provide the details for this str i mean cad file and etabs file..... I am asking this because i want to practice this as you are teaching but while you fast forward it becomes a little difficult to know proper dimensions and orientation....

[@cameronvan6875]

where was your slab design?

[@md.giasuddinchowdhury5196]

I think you have skipped the auto pier option for basement here. Can you advise, how can I apply the auto pier?

[@Decodebd]

While modeling wall in the wall property section there you will find Auto pier-No, just change that "No" to "yes".

[@md.giasuddinchowdhury5196]

That is for the basement wall (PW1, PW2, PW3....) at 27:30. How can I get it? Please reply

[@md.giasuddinchowdhury5196]

@@Decodebd Thanks a lot. Is there any way to make it Auto after modeling?

[@mikkuthomas1912]

Plz show the detailing also

[@khalildawar5565]

Sir i am confuse that whats is the difference Between IMRF and SMRF ? And how we decide that now will use SMRF or IMRF. Please help me

[@tajulislam4085]

I think you mean OMRF instead of IMRF. Well, OMRF stands for Ordinary Moment Resisting Frame where frame structure is designed for no ductility or you can say ductility of member is not considered here. On the other hand, SMRF stands for Special moment Resisting Frame where ductility of members is taken into consideration.

[@sanjaysaxena270]

sir , pl. plan to design same building in staad pro connect.

[@Decodebd]

Will try in sha Allah

[@bhushanpatil5539]

Sir why are you skip wind load parameter in X and Y direction . Where to use those values 0.8,025 etc.... Cp values after calculation where to use

[@sadhu1995]

I tried buying this resource but some problem i couldnt make payment . please help me in getting these resources.

[@mregan4554]

Very nice,can u provide pdf format file.

[@HabiburRahaman-hr4jn]

Sir can I get this excel sheet

[@PoojanMistry]

Plss give excel sheet

[@tasiam94]

ACI 318-14 ইউজ করে ভিডিও কি আসবে?

[@sumandas3523]

sir can you share word and excel file. you calculation...