Calculation of Approximate Loads On Column| Load distribution
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- Опубліковано 25 жов 2019
- In this video column area method is explained with one example.
How load is distributed from slab to beams to column to foundation is explained with example with all detailed solution.
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#tributoryareaofcolumn
#Loaddistribution
#columnareamethod
#columnloaddistribution - Наука та технологія
You have managed to make understanding structural load calculation.
YOU SHOULD TEACH!! People like me need you. Excellent.
Thank you so much.
This is perfectly explained. Thanks a lot for helping me out.
No words to give you. Great and over great explanation. God bless you. Just want to say more and more thank you.
This is probably one of the best explaination i have been through..thank you so much
An excellent topic and outstanding commentary. It has been very much appreciated and keep up the good work! Rahman
What we haven't understood in whole semester u just took 21 minutes. Awesome. 😘
Thanku mem......Today u cleared my doubts ............God bless u........
Being a Highway Engineer the lecture help me nicely to recapitulate the same. Thanks 👍
Excellent presentation!!! Thank you, well done!
I have seen many vedios but you provided almost every detail with proper example
Excellent demonstration ! Thank you.
100% Perfect Explanation.
Super good. THANKS
Hi, hope you doing well. first thing you did not include the factor in columns. and you also include the factor in total load of building. plz clear that. i will be very thankful to you.
Being a Structural Engineer, I'm very happy with your well-focused & detailed explanations. It's good enough for every buddy beginners. keep It up.
Wow as a structural engineer I can understand very clear... Perfect mam... Thanks a lot ...
Am understanding everything from the beginning, no repetitions, I’ve understood what could have taken me the whole semester.😳😳 thank you so much. Much love ❤️
Excellent and happy to watch your detailed explanation regarding load distribution for column. Always stay blessed & safe. 👍
m so happy and excited to watch this
Thank You for the detailed explanation. You've been very helpful.
Dear I am also civil engineer from Pakistan, you have done a wonderful job and excellent explanation
Great work.. I am really happy by the concept. Thank you.
Really honoured to your excellence.
Awesome Explanation!
very helpful, thank you so much...
Thank you for giving knowledge ,
Very well explained with complete clarity ...
Nice explanation. Very useful. Thank you.
Love you, Awesome
Very Useful video thank you .
Seriously awesome lecture mam.
I am structural engineer and I never saw any one explaining the concept this easy.
It was very effective.
Mean while it would be good if u explain calculation of steel for this aswell.
Thanku
Nice mam
@srinivas challa that all comes by experience
Perfect answer
Thanks
Thanku for your clear explanations.
No better explanation than this.... Excellent... Keep it up... Please guide other methods of design also
Perfect ,nice explaination even layman can be calculate now
Perfect and very good Explanation 👌👍
informative video.
Great ma'am... Thanks a lot.... Please make more
Heartily Thank you for this video upload more video about structure solution & strip footing also where both side should be property line & wish you a very very happy DIPAWALI .......
Really amazing..
Vielen Dank ......ich drücke dir die Daumen...... aus Nürnberg
I am from Bangladesh. Great teacher you are.
Thanks so much madam Well explanation
Thank you mam ..... This was very much helpful
amazing explanation,,,,, really admirable,,,, keep it up,,,,,,
Thank you very much !
Thanks for giving important information
Keep it up
Sharing is caring.
Grt wrk
Very useful video mam thank youuuu
Superb excellent presentation
Love ur content & Appreciate ur efforts
plz upload the videos on consistency
An excellent job.
Very helpful 👍
Nice & Clear explanation madam
Awesome explaination
Nice column load calculation subscribed
Excellent vedio....
Nice piece of information
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very good explanation.
Very good explanation...
Awesome mam Keep going good work...
Good, thanks
So nice explain.....
Awesome👍👏
Really good explanation mam thank you mam
Excellent.
Thank you.
Thank you so much madam
Is there any codal recommendations for the axial load allowance of column due to bending ?
Phenomenal
Tqqq very much... My goddess🙏
Excellent presentation. Thank you.
Please prepare a video for pile cap design
Hi thank you very much for the effort in the upload. I have a question however. What if the column was eccentrically placed on the floor below the floor below?
Thanks 😊
mam , you have a video uploaded on 6 jan , 2018 on load distribution from slabs to beam with the same structure, can we use the reactions around column C6 + Loads from the walls and calculate the axial load on coloumn?
Superb
Very nice
Thanku❤️
What is the load bearing capacity of 9x9 column assuming 6 12 tmt used in columns for m 20. How many tonnes it can carry
Thnq so much mam
So lovely,
Thank u sir
Now i understande the compression &tension zone in beam.....
You don't understand
Thank you mam for cleared my all doubts related on load bearing concept
thanks
Thanks
Useful
Thanking you very much for valuable explanation.
Hi.
Floor finish load on roof slab and also taking water proofing load both are same ????
Only you can take water proofing load on trace floor
Madam, thank you very much.
Is it not required to consider factored load while calculating self weight of column ? Please, do reply.
Thanks Mam
Mam, I have 2 doubts.
1st.
Did Column load not be convert into factored load??
2nd
is the same procedure for ecentric column??
Aap ko answer mila kya
Thanks madam
Thank you madam
Thanks mama
Cheers.
Thanks for the explanation,my question is if we have Raft foundation at level of ground.does the raft is considered the ground slab?
If the soil is densed then it will raft/ mat foundation. But, if the soil is not densed/ Disturbed soil then ground slab & Deep foundation, both are necessary
Good
hi can someone explain it to me where did she get that 2.535718m @ 21:14 minutes of the video.
As per your video for the column size and reinforcement should be same for the all the floors, if the load reduces we have to reduce the size of column
Nice