What abour when there are 3 coloumn how to decide there nature wheather tension or compression
@Civillearningonline2 жыл бұрын
In such case take V1 and V2 as tensile and V3 as compressive.
@gouravsingh3211 Жыл бұрын
Yes mko bhi smjhao ye baat
@adityabhagat7074 Жыл бұрын
@@gouravsingh3211 v1 v2 ⬇️ v3 upward
@abdullahalmamun48597 ай бұрын
was this sign given in the question? How do you know the direction?
@alexralte75752 жыл бұрын
Sir at the end can u add how to calculate column end moments and column shear?
@jayashreebarman11713 ай бұрын
Thank you sir❤
@eliezernevallanthony82042 жыл бұрын
sir how about if it has 5 column and the value of x is equal to the third column, i cant find until x5
@Civillearningonline2 жыл бұрын
If you have such question then send me on my email civillearningon@gmail.com.
@autocadexpert Жыл бұрын
Why we don't take v1 in shear at i beam
@__for502 Жыл бұрын
Why u only consider shear e in ef span ??
@gouravsingh3211 Жыл бұрын
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 Жыл бұрын
It is because they are different stories.
@HimadriDeka-qk1qt Жыл бұрын
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 Жыл бұрын
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.
@syedamaan57302 жыл бұрын
Thank you
@anithgurindapalli59332 жыл бұрын
If in case there is upto first storey in diagram then we should do upto v1' only ahh sir
@Civillearningonline2 жыл бұрын
No
@SandeepYadav-bj1zl2 жыл бұрын
Sir why you changed sign of V3 in shear at G.and why you dont write similar to shear at F.
@Civillearningonline2 жыл бұрын
Shear moving toward the point is taken as positive and those moving away is taken as negative. I have mentioned it in the video.
@mycreations2838 Жыл бұрын
Tq very much sir
@nischalreddy41209 ай бұрын
how to take x values in 3 coloums
@gouravsingh3211 Жыл бұрын
If three colum ho to hum kaise decide krege tension or compression
@Civillearningonline Жыл бұрын
In such case. Consider two forces acting downward and 3rd acting upward.
@surykantchaudhary5138 Жыл бұрын
Can anyone explanatin why two are tensile and remaining two are compressive . How will choose in exam when there is 3 column
@Civillearningonline Жыл бұрын
Take the first two as tensile and 3rd one as compressive starting from left.
@surykantchaudhary5138 Жыл бұрын
@@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 Жыл бұрын
@@surykantchaudhary5138kuch puchna tha please 🙏 DM me
@gouravsingh3211 Жыл бұрын
Step three me v 1 dash of v2 dash ve dash aana tha end me check
@Doitmoreandmore2 жыл бұрын
Hi sir, this problem Bending moment diagram also explain sir