Slab Design In CSI SAFE (Including Long Term And Short Term Deflection Check)

  Рет қаралды 20,055

Saunak Sharma

Saunak Sharma

Күн бұрын

This is the Analysis and Design of RC Slab in CSI SAFE. I Includes the Short term and Long term (Creep and Shrinkage) deflection check and Design of Slab

Пікірлер: 23
@prasertwongwhean94
@prasertwongwhean94 3 жыл бұрын
Thank you so much, this video has a very clear and nice
@sabarivasan592
@sabarivasan592 3 жыл бұрын
Thank u so much for your wonderful explanation sir
@sachindeshmukh3228
@sachindeshmukh3228 3 жыл бұрын
Great efforts🙌... Thanks
@mmrm250
@mmrm250 Жыл бұрын
Good work
@Er_sanjay_blogs
@Er_sanjay_blogs Жыл бұрын
Thanks for explain in detail. One doubt @12:47 for elastic load combination why you didn't tick any of (ultimate/service/initial/long term) ? And what about deflection for beam? How to find here?
@shakyashakya1377
@shakyashakya1377 3 жыл бұрын
Sir please suggest how to decrease shear wall around lifts.
@padamshrestha2519
@padamshrestha2519 4 жыл бұрын
Yautai plan lai elevation section details reinforcement and 3d design samma ko video banaidinu hosn xitai nai
@rabinkisee6828
@rabinkisee6828 2 жыл бұрын
Sir Please make video on pile design in detail
@BindVlogs
@BindVlogs 4 жыл бұрын
Great
@anilmaharjan9893
@anilmaharjan9893 4 жыл бұрын
Great saunak dai.. Balla fursad paunu vayexha.. Aba steel ko pani detail maa garnu hai😊😊
@shakyashakya1377
@shakyashakya1377 3 жыл бұрын
Sir please make a video on architecture as well. I want to have a vision like you. Es!
@ichthus5200
@ichthus5200 3 жыл бұрын
As per Aci code there is guidelines for a mininum thickness of 1 way and 2 way slabs (including flat slab, slab w/o interior beams) For your sample 2 way slab it is stated their that DEFLECTIONS SHALL BE CALCULATED IF YOU WANT TO USE LESS OF MINIMUM VALUES. So if i used the minimum values i dont need to compute deflection. Any comments??? TY in advance
@yogeshshakya9558
@yogeshshakya9558 4 жыл бұрын
Sir, Etabs ma Analysis garda suru ma dekhaune deflection ra SAFE ko deflection ma katti ko farak huncha?? ani Deflection criteria chai kati ko slab ko pass hune
@mahendraaryal2336
@mahendraaryal2336 2 жыл бұрын
can we use any from these three i.e.sap, etabs and safe for analysis of simple building
@realnepal1344
@realnepal1344 4 жыл бұрын
👍👍
@ramvignesh9045
@ramvignesh9045 3 жыл бұрын
Hii saunak can i know what is the soutionif strip based design fails ?
@sujanjoshi54
@sujanjoshi54 2 жыл бұрын
How about beam rebar??
@ayushghimire4323
@ayushghimire4323 4 жыл бұрын
which is beter between sap and etabs
@talhahassan9459
@talhahassan9459 3 жыл бұрын
Bhai rectangular footing b design krna seekha du
@SaunakSharma
@SaunakSharma 3 жыл бұрын
kzbin.info/www/bejne/oojTdmxqi7Osisk
@rajeshadhikari8563
@rajeshadhikari8563 4 жыл бұрын
🇳🇵🇳🇵🇳🇵🇳🇵🇳🇵
@sarojmahato3183
@sarojmahato3183 4 жыл бұрын
Dear sir plz share Etabs model after analysis
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