Steel Building Design In ETABS | ETABS Tutorial On Steel Frame Building | Part-1 : Modelling

Step by step illustration of modeling of Steel Frame building in ETABS 2017 software. It includes various steps :-
- Defining of materials
- Defining sections
- Defining load patterns etc..
- Assigning of various loads
- Assigning restraints
- Drawing Beams
- Drawing Columns
- Drawing Deck
- Check Model
Please watch the full video that you can clearly understand how to model the Steel Frame Building in etabs.
This tutorial video is very easy to understand for beginners as well.
If you have any questions then comment it i will reply .
By watching this video we can have a knowledge about:
- Modelling Of Steel Frame Building
- Steel Building Design In ETABS
- ETABS Tutorial On Steel Frame Building
#ETABS_tutorials_#modeling_of_Steel_Frame_building_#Please_SUBSCRIBE
for other video tutorials about link is here, go to link below and watch it
1. ETABS Tutorial For Building Design Part -1 | Modeling Of Building
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2. ETABS Tutorial For Building Design Part -2 | Analysis Of Building
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3. ETABS Tutorial For Building Design Part -3 | Design Detail Of Building | ETABS Design Report Format
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4. How To Model The Staircase In ETABS | Design Of Staircase In ETABS | How To Draw Staircase In ETABS
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6. Shear Wall Design In ETABS | How To Design Shear Wall | Shear Wall Design In ETABS As Per IS Code
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Thanks for watching

[@inno5infra]

Thank u so much.. I have been looking for steel building design from so many days and luckily found u.. Easy explanation with point to point consideration.
Again thanks.

[@aadeshsingh9532]

Very well clearification ..Just superb

[@kibromtekile1843]

Thanks bro, please post the next part.
(The analysis and design part)

[@user-zs9zl5in5e]

hello sir. hope you are doing great. this is steel structure building, how can we apply Steel Wall on this building. can you plz guide or make a video.

[@ayadjasim9911]

Excellent .. Plz I have 3 Quasation .. first ( why you don’t make diphgram for all building and you ullrady choose the diohgram in WL ? ) .. second .. the ( the column of 5. F is 550 and 1.F is 400 how you can choose for all column ? ) third ( the beam how take composite beam load is smaller then the beam how don’t load composite .. is that normal ? ) .. plz continue in steel structure building with Milty type in same building like ( cantilever and elevator and big hall and balacony ) .. Thanks allot for your efforts

[@nareshshanbhag]

Excellent

[@bimaltimalsina4583]

if we design this using nbc 105 2020 then what would be our load combinations??

[@philipnathantengdui9934]

So helpful

[@bhashkarrajmishra848]

Structural drawing ra manually analysis garna pani sikaunu paryo..

[@ajazsayyed8487]

Sir plz explain wind load on truss.

[@balkrishna1076]

Sir why it is not required to define diaphragam, mass source and mesh ? i am waiting for your reply

[@sairajeswararaov9067]

Good explanation... How much Structure WEIGHT will come for G + 4 commercial building in PEB steel building

[@shashisah2536]

Sir please add the truss on top floor as well.and also explain us about welding and riveting design of joint. Do we have to defien the joint of truss member or not

[@CivilEngineeringGlobe]

hope in future

[@binsabiravlogsuk6050]

Hello sir...I an working on Steel plated shear wall so please help me out to assign it in the etabs software ?

[@tahataha1499]

Please share analysis of high raised steel building in etabs

[@niteshshrestha6204]

Why have you assigned local axis to outer left n right columns and rotated to y axis?

[@sergiocalad]

All SRS are Moment-resisting frames? mmm that's not efficient. You'll need to use prequalified or qualified connections. And you'll need to use releases on some beams and joists to generate shear connections.

[@nisarahmedkhan6101]

sir,
in this design you have not defined and assigned diaphragm and also not define mass source why sir. Regards

[@deepvishwokarma4121]

sir what is the Difference between 250 and 345 grade steel??

[@CivilEngineeringGlobe]

Fe 345 means yield stress is 345 MPa and Fe 250 also means its yield stress is 250 MPa

[@divyashingate5798]

how to calculate frame load

[@saophai6002]

Hello Sir