Wind Load Analysis using ETABS

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[@RC-nl7di]

Sir aap wind analysis using response spectrum method is pr 1 video bana dijiye. Maine TH-cam pr abhi tak is type ki video nahi dekhi so aap is pr 1 video bana dijiye please

[@Wanderwithpaddy]

Glass fsad ke case m bhi wx ,wy lenge ya WQ as in glass fasad case we are taking earth quake EQ so I m confused that what we will take in wind load

[@gowow3466]

Cpe windward and leeward depend karta hai building ke dimension pe...
0.8 and 0.5 max. Value hai coefficient ki...
It will change as per building dimension....
Kindly dont provide wrong information just to gain views on youtube..

[@cadcamdesigntricks4217]

I know that ...I think you don't know that as per new is code imprtance factor , cpe windward and leeward value change for multistorey building.
Internal pressure coefficient may vary.
Generally it has fix values. It could be positive or negative.
Consider calculation of wind loading on windward side. Say external pressure coefficient is +0.8 or +0.7 and internal pressure coefficient +0.5 and -0.2 (depend on the code; some codes says to consider the effect of both).
Then wind pressure coefficient will be as follows.
0.8 - (-0.3) = 1.1 or
0.8 - 0.2 = 0.6
Wind pressure can be calculated considering the both. Similarly for the other side pressure coefficient can be calculated.
Say levered pressure coefficient is -0.5
-0.5 - (-0.3 = -0.2
-0.5 - 0.2 = -0.7
Now we can apply loading after calculating pressure.
Case 01
Pressure coefficient Windward 1.0
Pressure coefficient Leaved -0.2
Case 02
Pressure coefficient Windward 0.8
Pressure coefficient Leaved -0.8
Similarly, depending on the win pressure coefficient, we can calculate the wind loading.