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
@prasertwongwhean943 жыл бұрын
Thank you so much, this video has a very clear and nice
@sabarivasan5923 жыл бұрын
Thank u so much for your wonderful explanation sir
@sachindeshmukh32283 жыл бұрын
Great efforts🙌... Thanks
@mmrm250 Жыл бұрын
Good work
@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?
@shakyashakya13773 жыл бұрын
Sir please suggest how to decrease shear wall around lifts.
@padamshrestha25194 жыл бұрын
Yautai plan lai elevation section details reinforcement and 3d design samma ko video banaidinu hosn xitai nai
@rabinkisee68282 жыл бұрын
Sir Please make video on pile design in detail
@BindVlogs4 жыл бұрын
Great
@anilmaharjan98934 жыл бұрын
Great saunak dai.. Balla fursad paunu vayexha.. Aba steel ko pani detail maa garnu hai😊😊
@shakyashakya13773 жыл бұрын
Sir please make a video on architecture as well. I want to have a vision like you. Es!
@ichthus52003 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
@yogeshshakya95584 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
@mahendraaryal23362 жыл бұрын
can we use any from these three i.e.sap, etabs and safe for analysis of simple building
@realnepal13444 жыл бұрын
👍👍
@ramvignesh90453 жыл бұрын
Hii saunak can i know what is the soutionif strip based design fails ?