Difference between Column and Shear wall

[@shafiqbaloch738]

Great explanation the differences between columns and shear walls

[@civilengineering94]

Glad you liked it!

[@83vornchanveasna34]

@@civilengineering94 sir, can u explain how to analysis force shear wall between column in etab.

[@deepaky100]

Thanky Sir. Great and Excellent Knowledge.

[@manga1682]

You passed on some very doubtful info, professor

[@mananjain2473]

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?

[@darshanbaria5554]

breadth and width are same then how can we take b/w ratio ?

[@SeaCookieTv]

how to strengthen the column Sir without tie Beam?

[@abdurrahim3605]

Thanks

[@civilengineering94]

Welcome

[@thabetghanem726]

There's a big mistake The ratio is more or less than 4 not 0.4

[@enghussinalsaleh3479]

yesss when we have shear wall 3m/0.2m=15>4 its ok about colum 0.6/0.2=3

[@mithiyaz991]

Can a shear wall be interfered by a beam? Can a beam go thought the shear wall. ?

[@engineermoon]

So great

[@civilengineering94]

Thanks #Moon

[@mulryjoseph9929]

What about a square column, the ratio is b/w=1 right.

[@civilengineering94]

yes you are right, this is generally followed rule.

[@ramamohanreddys3653]

Long and short columns slenderness ratios I want

[@luckydlucky5379]

the figure you are explaining for shear wall is mistake..

[@DREAM__WORK]

Who invented the shear wall

[@DREAM__WORK]

Tell me who invented the shear wall

[@shafiqbaloch738]

Sir where are you from india or Pakistan

[@fahimakhtar1000]

without figure this explanation is incompletet

[@GrazUralKamaz]

Not very useful... Not practical... Can read all this in any book.