Wind load as per IS code | wind load analysis | Building design | civil engineering |

#wind_load #online #civil_engineering
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[@behappy7744]

Excellent!!!!

[@vardhangaming3048]

I understand that caluaction thanks bro for helping me

[@vardhangaming3048]

Live load case

[@Vijay84kumar91]

Thank you so much ❣️

[@civilengineeringbyshravan9596]

Welcome 😊

[@sagardas4888]

Lovely video

[@vijaybhasker2928]

sir, why dont you take design wind load (cpe-cpi).A.Pz. sir can i please know about it?

[@gautamchaurasia7842]

How to calculate wind load using force coefficient method and apply it in etabs??

[@civilengineeringbyshravan9596]

Sorry brother I don’t know force coefficient method But I will definitely inform you that soon

[@gautamchaurasia7842]

@@civilengineeringbyshravan9596 it's OK...but please make a video on application of wind loads in etabs...

[@civilengineeringbyshravan9596]

Sure 👍🏻

[@yogeshpanwar9659]

Sir I want to purchase your membership pls tell me how can I purchase

[@civilengineeringbyshravan9596]

kzbin.info/door/PIuHbu-jDkgW_Yp41H32LQjoin U can Join With this link PANWAR Thanks for you support

[@muneebwani6113]

wind load coefficients incorporation for full detailed analysis example Can you do that

[@krishnabandari5526]

Sir plz do problem on wind load by using (Cpi-Cpe) A.Pz formula

[@krishnabandari5526]

And say page number in code book

[@ganeshtupkepatil2681]

Thanks for Very good explanation.Can i use this values in stadpro software...

[@arbaz28]

Also Do a tutorial on how to calculate the wind Gust

[@abishak3506]

Hi sir,,can you please update the wind load calculation for open structure?

[@murugesanvaiyapuri5875]

good

[@anilkumar-qr4ko]

Bro after all designing it is showing joint is not connected properly as warning and few errors like error message , load intensity is zero and few errors , for this problems give the solutions bro PLZZ

[@er.rajatkumarsingh5611]

Sir F = ( Cpe - Cpi) bhi nikalna bata dijiye

[@MechScience]

THANKS

[@rahulsjr96]

How to calculate wind load of 3m height pole

[@manasa1558]

How to calculate windload on g+5 residential building

[@Rathlavath.Raghavendra]

Explain karna hey tho pura karo ada ada nakko karo K3 1 kaiku liya k2 key liyey catagary 4 hi kaiku liya Fetch length kya hotha hey Developed height kya hotha a sab kon bathatha

[@structuredesign5669]

I have doubt , pd lb krte hai

[@44bhushangondane60]

Why TF u consider terrain category 4

[@Shyamsundarmina]

Page number also speak in every video

[@murugesanvaiyapuri5875]

load combination is unable to understand correctly

[@parthibanp8992]

Why u taken terrain category 4 explain

[@rameshbabuj2733]

Sir can you get your number sir

[@murugesanvaiyapuri5875]

good