Hello dear, What u got is correct. And i came to know about it. The thing is i won't be able to apply any corrections there. Any i m quite sure that u will find the video very helpful as all the steps are clearly explained. So please do apply the correction and clear your concept through this video. Do attempt some other example. Thanks for your comment... Lots of love
@@Civillearningonline aray bhai ,,,ab toh parhna hi hai degree nikalne ko hai lekin ek structure ki sapli phasi hui hai ,,,,last chance hai bhai meri help kr do main pass ho jau kisi tarah
@@crazyengineer1138 sure i will help you.And from tomorrow i will be uploading videos on moment distribution method and later on other methods too. So stay connected with civil learning online. Do not forget to SUBSCRIBE.
Ye tab ki video he jab channel start kiya tha and idea nai tha kuch. I have explained all the steps well. And i am quite sure that you will find it helpful.
@@Civillearningonline not getting the column end momnts nd beam end momnts for anothr prblm....a negtv sign is the issue... Nd also y u r not taking negative sign on last stp
Legends are watching during their examination 😂😂
😂😂😂
😅
So i am a legend 😎
Sahi he
Today is my exam 😭😁
Axial force in Column of 1st storey, V1=3.61
The numerical is explained well and step by step.It was very helpful to me......Thank you.
Thankyou sir.. tomorrow is my exam.. you explain very simply i understand wellly
Trust me you don't need any lecture after this .
Great job sir
You will find one more example. Link is in description. And thanks for your compliment.
When we are finding moment at contraflexure on N , 8*20 + 8*10 = 288 is mistakenly written
Hello dear,
What u got is correct. And i came to know about it. The thing is i won't be able to apply any corrections there.
Any i m quite sure that u will find the video very helpful as all the steps are clearly explained. So please do apply the correction and clear your concept through this video. Do attempt some other example.
Thanks for your comment...
Lots of love
I m very grateful to u for such a wonderful video.
Thanks a lot.
Ur are such a life saver mhnnn❤
What about the v1 v2 v3 direction for the question have three columns
good sound quality and volume. absolutely loved it sir. keep it up :)
Check playlist. You will find some more examples in this method which are going to help you alot.
Thank you so much sir super explain your explanation is same as my teacher but your explanation is better than my teacher 👍❤️
Thank you so much Sir 🙏 super explanation
You're most welcome❤❤
Thank you sir I have understood this since it was well simplified.
Sir last step ... Y u avoid negative sign? for the shear that have negative sign??
Column moment?
Axial force is column in first storey V1= 3.59 because ( 160+80= 240 not 288)
Yes. You are right. But you can follow the process. There are some additional examples too. You can check them out.
M having online exam now and my friend share me this link and told me solve the qstn watching this 😂😂😂
😆😆😆😆
Legend.
Hahaha same
@@Civillearningonline oo atleast m not alone 😂😂
@@tsewangdolkar2995 😂😂😂
Thankyou so much for clear and clarity method
Welcome. Means alot.
BMD ?
Man your Video is so good . It's very helpful for us. But poor sound quality.
Thanks alot buddy.
I am working on it.
And thanks alot for your suggestion.
@@Civillearningonline 😍😍
If the centroid coincides with the middle column, what will be the assumed axial force for the middle column (tension or compression)?
It's compressive in nature as CG coincidence so it's concentric in nature.
Amazing Video Really Helpful
Thank you
Welcome dear
Sir u r explanation is good and clear but the problem is u r voice is low
I will be uploading new example on this method soon with good sound quality.
How to calculate horizontal load
Where are you asked to calculate horizontal load??
O bhai thumbnail photo me bada safaid page lagaya tha video khol k dekha toh kala page dikha ,,,
Great bhai ,,,only civil engineer can do it 😂😂
Kala and safaid k chakar me mat pado aur padhlo😆😆😆😆😆
@@Civillearningonline aray bhai ,,,ab toh parhna hi hai degree nikalne ko hai lekin ek structure ki sapli phasi hui hai ,,,,last chance hai bhai meri help kr do main pass ho jau kisi tarah
@@crazyengineer1138 sure i will help you.And from tomorrow i will be uploading videos on moment distribution method and later on other methods too. So stay connected with civil learning online.
Do not forget to SUBSCRIBE.
Ye tab ki video he jab channel start kiya tha and idea nai tha kuch. I have explained all the steps well. And i am quite sure that you will find it helpful.
@@Civillearningonline thankyou brother ♥️
My exam is exactly after 1hr 😑 and I'm watching this video
Best of luck
Sir shear at I why take negative???
Where do i got negative shear please let me know??
@@Civillearningonline shear at end of beams ... Alll getting -ve
very helpful bro
Tq bro ur grate job
10:21 its not 288 its 240*
ruclips.net/video/CPngHTPAQC4/видео.html
nice one bro 👍🏻 it would be helpful for many.
Thanks alot buddy.
I am watching before 2 hr of exam 😂😂🤲🤲
😂😂😂
very nice
Use unruled notebook
Sir super video sir really njoyed a lot 🥲🤯✍🏿
Super duper sir forgot to mention 🌚🌚
Thank dear.
In last step Mab, Mbc, Mcd
Not Mik Mjk and Mkl
Very helpful video, thank you!
Tq sir
Good sir
288 is wrong the correct one is 240
Thank u
unable to hear, tell some wht louder
You will find Link for the latest video in the description.
Tomorrow my exam 🙂
Best of luck
voice is very low
I am extremely sorry for your inconvenience. This one of my old video. But i will add news one with good sound quality soon. Please use earphone.
Tumko dek k lag raha hi English accha nhi hi to Hindi me hi bata dete .. to kya ho jata😊
Kam se kam x2 tak bta ke aage badhna tha na
Step by step
ruclips.net/video/CPngHTPAQC4/видео.html
👂🔇
Sorry for your inconvenience
Please use earphone.
Bro u r talkimg too fast
Sorry for inconvenience. You can slow down the speed by changing the playback speed from normal.
@@Civillearningonline the entire way of expalning was too fast ,might as well just post the notes and call it a day.
Pls reply me asap
Busy with my own exam.
@@Civillearningonline just one reply pls. For the doubt
Plsss
I am free now
@@Civillearningonline not getting the column end momnts nd beam end momnts for anothr prblm....a negtv sign is the issue... Nd also y u r not taking negative sign on last stp