Difference between Column and Shear wall
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- เผยแพร่เมื่อ 28 ส.ค. 2024
- This video shows Difference between Column and Shear wall.
Column is basically designed as a compression member, while shear wall are mostly designed for lateral loads.
Columns are less earthquake resistant while shear wall have high earthquake resistant.
Columns are normally provided at the end of rooms, while shear walls run along the length of wall. For more details please watch full video.
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Great explanation the differences between columns and shear walls
Glad you liked it!
@@civilengineering94 sir, can u explain how to analysis force shear wall between column in etab.
Thanky Sir. Great and Excellent Knowledge.
There's a big mistake
The ratio is more or less than 4 not 0.4
yesss when we have shear wall 3m/0.2m=15>4 its ok about colum 0.6/0.2=3
breadth and width are same then how can we take b/w ratio ?
Are these clause such as b/w more than 0.4 , no of storeys more than 20 floors are mentioned in IS codes or ASTM?
You passed on some very doubtful info, professor
the figure you are explaining for shear wall is mistake..
Can a shear wall be interfered by a beam? Can a beam go thought the shear wall. ?
Thanks
Welcome
What about a square column, the ratio is b/w=1 right.
yes you are right, this is generally followed rule.
Long and short columns slenderness ratios I want
So great
Thanks #Moon
Sir where are you from india or Pakistan
Who invented the shear wall
Tell me who invented the shear wall
without figure this explanation is incompletet
Not very useful... Not practical... Can read all this in any book.