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

[@sachindeshmukh3228]

Great efforts🙌... Thanks

[@Er_sanjay_blogs]

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?

[@Leonics123]

Thank you so much, this video has a very clear and nice

[@shakyashakya1377]

Sir please suggest how to decrease shear wall around lifts.

[@mmrm250]

Good work

[@sabarivasan592]

Thank u so much for your wonderful explanation sir

[@ichthus5200]

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

[@mahendraaryal2336]

can we use any from these three i.e.sap, etabs and safe for analysis of simple building

[@ramvignesh9045]

Hii saunak can i know what is the soutionif strip based design fails ?

[@sujanjoshi54]

How about beam rebar??

[@rabinkisee6828]

Sir Please make video on pile design in detail

[@ayushghimire4323]

which is beter between sap and etabs

[@shakyashakya1377]

Sir please make a video on architecture as well. I want to have a vision like you. Es!

[@yogeshshakya9558]

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

[@padamshrestha2519]

Yautai plan lai elevation section details reinforcement and 3d design samma ko video banaidinu hosn xitai nai

[@anilmaharjan9893]

Great saunak dai.. Balla fursad paunu vayexha.. Aba steel ko pani detail maa garnu hai😊😊

[@BindVlogs]

Great

[@realnepal1344]

👍👍

[@talhahassan9459]

Bhai rectangular footing b design krna seekha du

[@SaunakSharma]

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[@rajeshadhikari8563]

🇳🇵🇳🇵🇳🇵🇳🇵🇳🇵

[@sarojmahato3183]

Dear sir plz share Etabs model after analysis