Modelling of a Residential Building/Structure in ETABS v18- Tutorial 2

This video brings step by step illustration on how to model a residential building in ETABS 18 software. In this tutorial you will learn different steps which are fundamental and essential to model a building. This tutorial includes the following contents;
1) Understanding architectural and structural plan 0:48
2) Model initialization options (Units, and Codes selection) 1:55
3) Assigning grid data and storey data 3:02
4) Defining material properties 10:38
5) Defining column beams and slab section 13: 35
6) Assigning column beams and slabs section 20:15
7) Defining and assigning Slab section 26:09
8) Importance of property modifiers with ACI Code suggestions 28:38
Tutorial 1: How to download and Install Etabs v.18
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[@ziaroghani778]

thank you sir, these are really very helpful tutorials.

[@shazebmirza9336]

informative

[@beardosrk8797]

sir is it possible to model wall in etabs...if so please provide a video

[@prashantkhanal246]

Sir in IS code there is no provision of property modifier ..so what value we should used while defining member ?

[@structguru2200]

Then use the value from ACI-318 manual. I have explained in my video why we should apply property modifiers. You can choose the value by how much percentage you want to reduce the stiffness.

[@beardosrk8797]

sir please provide a video on how to decide the position, orientation and size of beams and columns...and also if possible provide a video on how to draw the beam column framing plan and layout plan

[@structguru2200]

Will upload a video on position of column by the end of this week.

[@beardosrk8797]

@@structguru2200 thank you sir....I'm a final year student and it will be very useful for me...thanks in advance

[@fazalarju]

sir, Is it not required to use slab stiffness modifier in all three axes as 0.25. You have not used this. is there any reason behind it sir. Moreover please give the reference of the clause either in indian code or ASCE or UBC regarding Torsional constant as 0.01 which you have used during defining column & beam section .

[@structguru2200]

yes! you have to use it. I forgot to put the modifiers value

[@structguru2200]

To know about torsion factored value you can refer to ETABS ACI-318 manual section 3.5.3.1

[@shazebmirza9336]

can you please make a detail vedio/webinar on "how to use aci-318 for designing?"

[@structguru2200]

My next tutorial is on this topic. Stay tuned!

[@shazebmirza9336]

@@structguru2200 waiting anxiously

[@civilvimalpatel5831]

In slabsand shear wall crack modifiers are required?

[@structguru2200]

Yes!

[@civilvimalpatel5831]

@@structguru2200 how can we apply it using latest IS 16700 code

[@civilvimalpatel5831]

@@structguru2200 please make a video on how can we model building with different levels of footings like in hilly areas.... In etabs

[@structguru2200]

Considering the IS code the modifiers for slab section is 0.25. we have apply this in the same way as we do for beams and columns.

[@structguru2200]

@@civilvimalpatel5831 Sure! I would appreciate if you can share any structural drawing of such case.

[@mrunknown7714]

Where is tutorial 1?

[@abdulzahiraliyi8675]

why did you use torsional constant 0.01 for beam instead of 0.35 and for Beam as well?

[@structguru2200]

The torsional value of 0.01 is considered so as to set very low torsional stiffness in the member. That means, the member will not be able to take any torsional stresses.

[@abdulzahiraliyi8675]

@@structguru2200 is that OK to neglect(very low) torsional stiffness in both beam and column? how would be redistribution occurs in this case? I am a little bit confused on this topic
thanks

[@SurajKumarShah]

you video is paused when entering the storey values.. after that I ruined everything...felt useless bcoz storey data is unclear