1) It would have been great if detailing of slab was discussed, 2) At drops is their possibility of slab and drop occurrence ? Do we need to delete slab part ? I have seen in some tutorial doing so. Will be waiting for your reply.
While...defining structural system property(column,slab,drop)...by selecting flat slab....i m getting...an abnormal condition has occurred...how to solve that..pls rply sie
Yes brother. You are correct. Sorry I forgot. According to IS,aisc,euro,china code you have to take property modifier for column-0.7ig , for beam-0.35ig , for slabs-0.25ig, for wall-0.70ig. Next time i will keep this mistake in my mind . Thanks for asking this question.
, @@CivilSoftwareTutorials in this course would you complete all the design aspect of building like shear wall, mat footing, combined, isolate, p delta analysis, would u make live project on high rise building in real life project.
Yes i will do everything step by step Actually my main focous on season analysis of tall structures using shear wall , bracing and providing damper. But to get here, I have to clear a lot which I am doing right now from the beginning.
🙏 thank you so much sir for giving a more useful knowledge on flat slab designing 🙏🙏🙏
Thank you 😊
best lecture on Etab 👌👌
Thank you
Good content......
Clear sound 👍.......
Thanks sir for this video
Thank you
Great work.
All the best 👍👍😊
Thank you
very good presentation
Great job bro👍
Thank you
Good content and useful to understand analysis and design
Thank you
nice work brother 👏👏
Thank you 😊
Very informative , thank you so much
Doing great 👌
Thank you 😊
Thanku very much
Thank you
suprb bhai 👌👌👌
Thank you
Vry useful
Good topic
Thank you 😊
Faboulous work bro
Thank you 😃
Nice bro well explained
Thank you
Thank you
😊
thanks
sir can we get the material quantity without csi detailing softwere in etabs 2018
Gd job bro
Thank you
Sir can u pls make a video about design and analysis of waffleslab using etabs
Ok
I will try after this month .
Mast sir
Thank you
1) It would have been great if detailing of slab was discussed,
2) At drops is their possibility of slab and drop occurrence ? Do we need to delete slab part ? I have seen in some tutorial doing so.
Will be waiting for your reply.
after 12:11 I'm not getting the warning message , my mouse is not accepting in it
Sir can u tell me how u take the check for dead load and live load is assign or not..
bushrc83@gmail.com
In etab slab design which one is maximum bending moment M11 M12 or last one ?
While...defining structural system property(column,slab,drop)...by selecting flat slab....i m getting...an abnormal condition has occurred...how to solve that..pls rply sie
What version are you using?
Etabs 2015
@@Pooja_gowda12 change your version
Drop a mail ' bushrc83@gmail.com'
I will send you the latest version .
how did you check the load assigned or not
bro i have 2017 etab, there is no option for detailing what can i do for that? help me
Ok
Email me on
bushrc83@gmail.com
I will give you 2019 version
sir why u not taking properties modifier to slab
Yes brother.
You are correct. Sorry I forgot. According to IS,aisc,euro,china code you have to take property modifier for column-0.7ig , for beam-0.35ig , for slabs-0.25ig, for wall-0.70ig. Next time i will keep this mistake in my mind . Thanks for asking this question.
, @@CivilSoftwareTutorials in this course would you complete all the design aspect of building like shear wall, mat footing, combined, isolate, p delta analysis, would u make live project on high rise building in real life project.
Yes i will do everything step by step
Actually my main focous on season analysis of tall structures using shear wall , bracing and providing damper. But to get here, I have to clear a lot which I am doing right now from the beginning.
@@CivilSoftwareTutorials thanx sir
Anytime 😊
How to do slab detailing from the given reinforcement area . Not by the csidetail.
Ok i will make video on slab detailing 😊
👏👏👏👏👏👏👋👌👌👌👌👌👌👌👌👌👌👌👌👍👍👍👍👍👍
Add some brick line load and storage area as SDL in any small area of slab . Your flat slab model is too simple.
But you did not check or shown in this video abt punching shear check ?