Complete ETABS Software in 45 minutes | Building design | beam design, column design, IS |

#etabs #buildingdesign #civilengineering

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[venkatachalamanandan]

Presentation was very good. Please clarify whether the software will not calculate the self weight of the members.

[mansimore]

Very nice video👍I am totally unknown for this software but now I learn lots of things from this video😇💯

[makemyday]

You have assigned load multiplier 1 for dead load. Then why you're assigning loads for beam, column, slab manually? software will generate dead loads for members itself according to member sizes and density. What do you think?

[osmanahmedfarooqui]

Thanks alot, very well explained for newcomers like me. Super thumbs up.

[primeworldcreation]

Shravan sir its very helpful to the Students want to learn CSI Etabs. Plz make a Proper Design video on G+3 with CSI Detailing.

[_hardikbhoraniya]

Very good explanation sir, thanks for makeing this video. Very helpful for me 🙏

[sajantalks]

thank you so much sir all the best for your future

[sdisybz]

one of the best video i have ever watched

[abhinavnautiyal]

thanks a lot brother one of most detailed well explained video @ civil engineering by Shravan truly thankful

[subramanyaks]

hello sir, i have 1 doubt you are not considered floor finish dead load, and i have 1 doubt etabs will calculate self weight of concrete automatic, you added extra for columns, beams, slab

[mahendramali]

How to find Damping force, stiffness, and Damping coefficient

[rahulrathod]

Good work .this video is very helpful for beginner of stad Pro software . it's very helpful and again' good work. Keep it up . 👌👌

[shaikjalal]

very helpful and excellent explanation 👏👏👏👌

[ranjithalluri]

I am getting 2 model errors what should i suppose to do and after running the program only slab is deflecting up and down no movement of columns and beams

[shivavlogs]

Thank you very much sir for the informative class

[Prasob-pcuu]

Bro one request pls explain slowly. It's mush useful for viewer's

[phadke]

you have kept self weight multiplier as 1 for the dead load case. this means that the software will automatically calculate the dead loads of bems and columns. then why are you again applying dead loads?

[h.prashanthreddy]

Thans a lot, bro very gud explnation for knowing software procedure

[yogeshbang]

While assigning columns, u had assigned all at its CG ..! Actually it's not like that na..if columns will be flushed at any of face then it shall not be at CG location, while assigning..as it will give different results in modal mass participation..due to change in CG & CR. I guess shall be location with offset command. Pls comment

[engrasad]

Hello
Amazing work

Kindly make a video on the 1st part of this video i.e ( assigning values of length of beams and columns and theur numbers