Cantilever method

[@SandeepYadav-bj1zl]

What abour when there are 3 coloumn how to decide there nature wheather tension or compression

[@Civillearningonline]

In such case take V1 and V2 as tensile and V3 as compressive.

[@gouravsingh3211]

Yes mko bhi smjhao ye baat

[@adityabhagat7074]

@@gouravsingh3211 v1 v2 ⬇️ v3 upward

[@abdullahalmamun4859]

was this sign given in the question? How do you know the direction?

[@Starfalcon-08]

Thank you sir well explained

[@alexralte7575]

Sir at the end can u add how to calculate column end moments and column shear?

[@HimadriDeka-qk1qt]

Sir aapne jo pehla cantilever mathod ka problem solve kya usme toh Moment at the end of beam ka sob kuch value positive liya lakin shear ka toh value negative tha lakin yeh problem mai toh shear negative hai negative hi liya lakin woh problem mai nahi liya kyu sir ??? Confuse mai hu sir please reply kor ke clear kor dijiye doubt please 🙏🙏🙏

[@chutki_ki_Rhymes]

Share force is sign depend karta he ki toward the point ja raha he ya away from the point. Agar away jayega to -ve and toward jayega to +ve. Aap ek baar fit se dekho. Confuse na hona he.

[@eliezernevallanthony8204]

sir how about if it has 5 column and the value of x is equal to the third column, i cant find until x5

[@Civillearningonline]

If you have such question then send me on my email [e-mail].

[@jayashreebarman1171]

Thank you sir❤

[@gouravsingh3211]

Ek baat clear krdo jab aapne shear at I Nikala to usme shear at H ki value kyu nhi add ki Agar vo shear at H 0 na aata to aad krte kya shear at I me

[@Civillearningonline]

It is because they are different stories.

[@anithgurindapalli5933]

If in case there is upto first storey in diagram then we should do upto v1' only ahh sir

[@Civillearningonline]

No

[@autocadexpert]

Why we don't take v1 in shear at i beam

[@__for502]

Why u only consider shear e in ef span ??

[@gouravsingh3211]

If three colum ho to hum kaise decide krege tension or compression

[@Civillearningonline]

In such case. Consider two forces acting downward and 3rd acting upward.

[@SandeepYadav-bj1zl]

Sir why you changed sign of V3 in shear at G.and why you dont write similar to shear at F.

[@Civillearningonline]

Shear moving toward the point is taken as positive and those moving away is taken as negative. I have mentioned it in the video.

[@nischalreddy4120]

how to take x values in 3 coloums

[@mycreations2838]

Tq very much sir

[@syedamaan5730]

Thank you

[@surykantchaudhary5138]

Can anyone explanatin why two are tensile and remaining two are compressive . How will choose in exam when there is 3 column

[@Civillearningonline]

Take the first two as tensile and 3rd one as compressive starting from left.

[@surykantchaudhary5138]

@@Civillearningonline Sorry sir, you are giving the wrong concept, I read that somewhere else that all the left columns from C.G are tensile and the right columns will be compressive. Anyway thanks to respond 🙏

[@HimadriDeka-qk1qt]

​@@surykantchaudhary5138kuch puchna tha please 🙏 DM me

[@gouravsingh3211]

Step three me v 1 dash of v2 dash ve dash aana tha end me check

[@Doitmoreandmore]

Hi sir, this problem Bending moment diagram also explain sir

[@Civillearningonline]

Sure.

[@tanmaysheshma]

Bhai hindi mai bole…..

[@Civillearningonline]

Ok