RCC Slab Design in Etabs 2016 - Part 1 [Beginners Tutorial]

Civilknowhow presents the RCC slab design in etabs 2016.The tutorial is divided in two parts.The part 1 of RCC slab design in etabs 2016 deals the preliminary topics such as assigning material properties ,defining slab sections and assigning both dead and live loads.Refer the Etabs 2015 beginners tutorial for better clarity on these topics.Slab design in etabs is done by two methods i.e Strip area method and FEM method.The part 1 of etabs slab design tutorial deals with strip area method.Design strips are assigned to slab manually in which tutorial explains it elaborately.The rest of the topics are covered in RCC slab design in Etabs 2016 -Part 2.If you find the RCC slab design in Etabs 2016 tutorial useful,please do like,share n comment.Show your love n encouragement by subscribing to our channel.
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[@khalilrahmankarimi1050]

thank you for such a good tutorial ....

[@Aussie_Engineer]

Best Etab Trainer

[@doozangsherpa9762]

very conceptual tutorial.. its nice that you explain the tutorial keeping the concept intact.... thankyou

[@dipakpatil4961]

wow sir thanks for such good video

[@samahmadoke8704]

Syukron 🙏

[@nitinshepur143]

Thank you for such good tutorials. Is it possible to design a shear wall with lift load and its foundation examples.

[@ajaypratap2956]

Hi sir
The way you explain is totally appreciable. thank you so mucn to upload this type video for us.lot of things get by this video.
I need a completed design for g+5 building.
Please explain about model analysis also in Detail.because i am facing problem related to model check error.

[@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

[@umairsheru7416]

Hello sir, can u please uplaod tutorials about collapse analysis of a concrete framed structure using etabs.........

[@RameshKumar-fh8ol]

Does it gives detailing of slabs to ?

[@imranqureshi2818]

Hi please upload start to end modelling and loading etc in etab

[@rangass70]

Sir very best explanation of all etab tutorials which make me to use this software. i have one query hope you will answer this query. I am having residential building g + 17 floors in which one column is shearwall (rcc wall) upto 12 floor and above this shear wall stop and column start of 230x600 at ends of shear wall. Can we model such column with rcwall and rc column above 12 floor. If yes how to model it in etab.

[@anuragkhati4547]

Sir how can we know the total load on slab for designing

[@emaaduddeen]

sir while assigning slab...when to use membrane ,thin,thick shell and layered?

[@civilknowhowtutorials7100]

+jim u can giv membrane n thin shell for normal slab n shell thick for flat slab..check the csi forum for more details

[@whitemischief3648]

Love your tutorials, but bro I have an issue with CSI detailing, I installed Etabs 2016 and CSI detailing v3.1 everything worked in Etabs up to analysis and design and when I tried to start CSI detailing I got a message saying "Contact your CSI dealer for software update". Can you please help me out.

[@venkatsmart5070]

Reinforcement details pls

[@er.koushikdas2150]

Where is your slab drawings

[@civilengineering9259]

SIr is it possible that the etabs show that the building has passed but still a failure in real life

[@civilknowhowtutorials7100]

+Abdul Basith if u model and analyse the building in proper manner...it will not be a failure as per design

[@tba-technobaseacademy6943]

Hahaaaaa... very simple but very practical question. Yes it is possible if materials are bad, formwork fails, steel not provided properly, or soil or foundation problems. So you have to check at site what they are doing😃😃

[@shoabhussain2428]

How 1750 come I don't understand

[@kerenjacob5298]

The total slab width in this side is 6m (6000 mm)
After assigning lmin/4 on both the edges, the remaining width for the middle strip is:
6000 mm - 2(1250 mm) = 3500 mm
Then 3500 mm/2 = 1250 mm on both sides of the middle strip