My question is that calcualting moment in columns is when there is fixed conection between columns and beams right?because in general rcc building we consider conectivity hinged.
Mam u did this for 2d frame but column has bi axial moments, so do it for 3d frame act moments from longitudinal side of beam in x direction and lateral side of beam in z direction
(Refer :- Time line frame 33:02 . ) Can we use those final moment 101.55 Kn-M and -45.26Kn-M for beam section designing as a hogging moment which are remained at both side of middle column denoted by "B" ? . Will they be matched to Moment Distribution Method for beam designing?
Moments at the top of top floor columns are more as compared to bottom floor... Then how A1 and A2 will have equal moment value??.. Please tell how to calculate individual floor column moments..
This may be due to typical floor concern with same load and span. I think moment of joint doesn't matter with nos of floors . Gravity load depends on the nos of floor , not the moment. Fixed end moment of beam is calculated at same plane of that particular floor which is transferred to column locally at that particular floor .Hence A1 & A2 have equal moment value .
This lady is very rude enough ,bro do u know I hav been more than 2days by leaving my query regarding yield line theory on her one of video ' s comment section but this lady didn't reply me back ...This simply displayed her rudness for their audience....!!!! Really shocking behaviour from the side of her!!
@@rahulshah1098 hello @ Sahu जी I am being polite and modest since ever,,,I think that I don't need your suggestion fyi,,, Please don't interfere in b/w. my Concern!!!
I request you that at least please be response if any of your audience ask against any query after watching videos.. yesterday I saw one of the video from your playlist in which you were presenting about the loads transfer from slab - beam - column. And my query was regarding the yield line theory after watching your that video. And left a comment upon it.Again requesting you please do check that comment left by me over that video and response me back in respect to my raised query
To Download PDF Expert please click on the link given below:
readdle.8kpa2n.net/c/2509517/763057/11051?
My question is that calcualting moment in columns is when there is fixed conection between columns and beams right?because in general rcc building we consider conectivity hinged.
Mam u did this for 2d frame but column has bi axial moments, so do it for 3d frame act moments from longitudinal side of beam in x direction and lateral side of beam in z direction
Very simple explanation to understand complex concepts
After finding moment of column A. You divide the column moment in two. But what amount of moment will be taken for designing column A. Please reply.
(Refer :- Time line frame 33:02 . ) Can we use those final moment 101.55 Kn-M and -45.26Kn-M for beam section designing as a hogging moment which are remained at both side of middle column denoted by "B" ? . Will they be matched to Moment Distribution Method for beam designing?
thank you very much
Your lessons are so usfull i realy like them.
But in this lesson u r not draw the frame with moment showing ?
Thanks,in this case we calculate mx,other direction we need to calculate also will be my for columns ,right?
Yes
1St class education गुरू द्रोणाचार्य 👣🙏☺️☺️
It helps me alot thx ma'am!
Excellant Explanation
Great work
Thanks, Do we need to calculate moments in other direction for the same grid.
Yes. You are right
The Fixed end moment for CB is not 33.7kNm but 30.89kNm because now it's a which is squared and not b, so the value is different. Please correct that
Moments at the top of top floor columns are more as compared to bottom floor... Then how A1 and A2 will have equal moment value??..
Please tell how to calculate individual floor column moments..
This may be due to typical floor concern with same load and span. I think moment of joint doesn't matter with nos of floors . Gravity load depends on the nos of floor , not the moment. Fixed end moment of beam is calculated at same plane of that particular floor which is transferred to column locally at that particular floor .Hence A1 & A2 have equal moment value .
hi, where can I get this PDF file of this exercise?
Another classic video. Thank you very much.
This lady is very rude enough ,bro do u know I hav been more than 2days by leaving my query regarding yield line theory on her one of video ' s comment section but this lady didn't reply me back ...This simply displayed her rudness for their audience....!!!! Really shocking behaviour from the side of her!!
@@PranavMish213 be polite first
@@rahulshah1098 hello @ Sahu जी I am being polite and modest since ever,,,I think that I don't need your suggestion fyi,,, Please don't interfere in b/w. my Concern!!!
@@PranavMish213 she doesn’t owe you a reply, her not replying doesn’t make her rude
You are so good mam
Very nice 👍
I request you that at least please be response if any of your audience ask against any query after watching videos.. yesterday I saw one of the video from your playlist in which you were presenting about the loads transfer from slab - beam - column. And my query was regarding the yield line theory after watching your that video. And left a comment upon it.Again requesting you please do check that comment left by me over that video and response me back in respect to my raised query
Abe tu order kyu zad raha hai
@@rahulshah1098 oye चाचा !!! आराम से !!! समझा अबे -तबे मै जब करूंगा तोह तुझे दिक्कत हो जाएगी ,,,,सो इंसान की तरह बात कर!!
@@PranavMish213 tu gobar hi kha. Enjoyyy
we can get moments from staad too👍
How to find moment in bottom most story
And how to find moment on footing
Madam where is the video of corners held down and not held down video. Iam not able to find out
Thank you ma’am
Thank you ma'am 😍
Please make vedio on raft foundation
Madam ❤️❤️❤️