CSI ETABS - 03 - Pier Labels and Spandrel Labels (Part 1) | Part 10

[@civilmdc]

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[@meerawaisahmad3080]

Sir you are great. i am very thankful to you for this course.

[@civilmdc]

Thanks for your valuable feedback

[@meerawaisahmad3080]

@@civilmdc you are welcome sir

[@tolist-k1w]

hello, if i have a concrete bracing system without sher walls, i should assign pier labels for columns?

[@tolist-k1w]

for columns and for beams?

[@farhaankhan5868]

Brother, when we have a shear wall lift core having a shear wall at three sides should we assign the same pier label to each of them or should we assign a different pier label? As all walls are monolithically connect so they will deform as a unit so according to me, all three should be assigned a single pier label... Please reply

[@civilmdc]

Yes. . BROTHER... we assign lift well or core wall .... a single pier label... so that it will act like a single unit.. ...
Software will check all the walls and display the results of critical one only.....
For detail results about each result you can assign different labels to each wall.....
Software will not disturb the integrity...
And
ETABS automatically design for shear .... for each leg.

[@civilmdc]

Farhaan Khan Here is the video for your question ... i have made the video .... one label or different for different walls of lift core..

[@BashirAhmed-jo4zq]

Appreciation bro

[@waseemonline9275]

Nice

[@civilmdc]

Thanks

[@namanpreetkaur8324]

we should focus on the concept for which you need to answer and should not waste the time of people

[@skillhnter1303]

JAZAKALLAH

[@ILOVEUSAFIFTY]

💕💕💕

[@civilmdc]

Thanks