I saw some negative comments as I was about to start, I wanted to look for another video as I didn't want to waste my time But I kept scrolling and saw some nice comments, and there were a lot of them I decided to watch Although the method you're using is different, probably cause I'm using b.s. 8110 the way you simplified and broke down things from the beginning helped me relate yours to what I was taught in class Now I understand this part of the course Thank you very much ma
I think you forgot to add in the w/2 into the total reaction on each support at 41.20min, supposed to be 84kN reaction on each support as opposed to 41.35kN. Simple mistake otherwise a very good and helpful video for structural designers who are still learning. Thanks for sharing
Your presentation is very clear and the language, good audible voice. voice is perfect to watch the whole 49minute video.keep going. Waiting for more updates from your channel
What's interesting is, in practice, I've always dumped the load as a one-way slab onto the surrounding elements. This is conservative, but I always wanted to treat it as 2-way (of course, there is an objective way to determine based on the ratio of the larger dimension divided by the shorter dimension, but my boss always told me to treat as 1-way to be conservative).
It's an amazing effort. Very effective and useful. Really amazing presentation and the hard work is absolutely outstanding. Thanks a lot. btw, at 20:08 : [(11.625)*4]/3 (not /2). Love from BANGLADESH
Well explained, great appreciation for your hard work. Corrections 1. I think you should mention every span is effective span and not clear span. 2. @18:28 lx/3 3. @41:27 total load is 41.36+42.64=84kN Plz do a video for one more floor that will make it clear the load from column on above floor , how affects the shear of current beam under design. 👍👌👏👏👏
Thank you very much for the amazing video the thing I do not understand is that the triangle load, when you wrote the formula wL/3 but you used wL/2 instead in your solution. So which one I have to use? Regards
That was a great Video I have ever seen sister. you have solved most of my problems. very well explaining and when you combine your explanation with examples, it helps more and everyone can easily understand. thanks a lot for your great work and keep going.
Thank you ma'am for this video, btw I noticed at 41:17 you only solved for WL/2 therefore the reaction is only 41.35, but I think you forgot to add the W/2 since the formula for the reaction is WL/2 + W/2 ; 20.675(4)/2 + 85.275/2, then the reaction would be 83.9875KN?
Nice work ..mam keep it up.. clear explanation... duration is long. In some place ur r writing wl/3 and wl/2 too so please verify it.. thank you.. do lot of videos ..
Thank you for the amazing video. I have question in the UK we use EC2 and in factored load we use 1.35( Safety factor for dead) load and 1.5(Live Load) but you didnt use the safety factor 1.35 for yor dead load. can you explain why ? and also as requested by others please can you do a full detail design of house, Basement+G+2floors. THank you
if partition loads are considered then we have to subtract 33 percent of total load but if not then no need not multiply so he might have taken partion load and instead of subtracting he just let it be the actual load
Madam from 'Cwill', I became very much enriched by watching your video on load distribution from slab to beam . Now u r requested to kindly upload the videos of reinforcement design of beams, columns & slabs including S.F & B.M diagram . Thanks Utpal Ranjan Samanta Kolkata .
Load distribution from slab to beams explanation exllent.thanks for clear explanation for learner's. Please provide explanatory how to do structural design of small building with g+1 along with building plan. Slab design Beams design Column design Footing design . For newley learner's .l am very happy to say that under stood load distribution from slab to beams.
Explanations are very good. understable to a novice. Can you let me know based on the calculations, how to achieve the right size of columns and beams.
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I saw some negative comments as I was about to start, I wanted to look for another video as I didn't want to waste my time
But I kept scrolling and saw some nice comments, and there were a lot of them
I decided to watch
Although the method you're using is different, probably cause I'm using b.s. 8110 the way you simplified and broke down things from the beginning helped me relate yours to what I was taught in class
Now I understand this part of the course
Thank you very much ma
Beautiful voice
Beautiful hands
Beautiful hand writing
Awesome explanation 👍
Need more topics
Thank you
No words to you .....
good explanation....
God bless you.....
Thanks to you from my bottom of my heart......
I think you forgot to add in the w/2 into the total reaction on each support at 41.20min, supposed to be 84kN reaction on each support as opposed to 41.35kN. Simple mistake otherwise a very good and helpful video for structural designers who are still learning. Thanks for sharing
you are right
Absolutely right...exactly...
she has loads of mistake there.no disrespecting but it's not mistake by her she is just copying and pasting thats it
Bro do you have the plan for this example?????like in the video she has shown beam column layout can I get that house plan?
That's true
Your presentation is very clear and the language, good audible voice. voice is perfect to watch the whole 49minute video.keep going. Waiting for more updates from your channel
Superb
The best civil channel on RUclips
Madam, Thank you. People’s like you were exactly equal to gods. Giving your knowledge to everyone.
What's interesting is, in practice, I've always dumped the load as a one-way slab onto the surrounding elements. This is conservative, but I always wanted to treat it as 2-way (of course, there is an objective way to determine based on the ratio of the larger dimension divided by the shorter dimension, but my boss always told me to treat as 1-way to be conservative).
R U a Real Teacher Mam ???
So fluent & easy to understand....👍👌👌
Great. It’s good lecturing with sweet voice. Keep serving the engineering buddies understand the subject to its entirety. 🙏
Well explained
Thank you so much
It's an amazing effort. Very effective and useful. Really amazing presentation and the hard work is absolutely outstanding. Thanks a lot. btw, at 20:08 : [(11.625)*4]/3 (not /2). Love from BANGLADESH
wl/2 is correct
respect.... appreciate the hard work you have done... keep going.
Well presented and painstaking. Thanks from Nigeria
well prepared & simplified fo rany civil engineer who is keen to learn structural basics...well explained
Well explained, great appreciation for your hard work.
Corrections
1. I think you should mention every span is effective span and not clear span.
2. @18:28 lx/3
3. @41:27 total load is 41.36+42.64=84kN
Plz do a video for one more floor that will make it clear the load from column on above floor , how affects the shear of current beam under design.
👍👌👏👏👏
which side is taken as shorter if the room dimensions are 9*1m...
@@Moyemoyeengineer 1m is shorter side
HII SIR....Can u explain 3 rd mistake..?how u get that. +42.64KN
Dhanay Ho bhaag hamare,Jo apke jese RUclips channel hai , Thanks a lot Mam ♥️♥️
The best elaborated explanation of engineering, u r the goddess viswakarma
Mem you are explaining like a pro..
No words for u.. Just i have found the all solutions of my query... Thanks thanks mam😇
Watch more here
u r a very good teacher maam. thank you so much for clearing all my doubts, specially the secondary beam load transfer.
U are very good teacher maam
App ka koi bhi video etna achhe se samadhhati hai n bahot aachha lagta hai
Great video with tons of solutions to my problematic. Thanks a bunch 👏🎉
Thank you mam... For good understand of Load calculation
If you were my teacher in collage i will pass my exam with 100%. Thanks you.
Nice Hard work and lecture.keep it up mam proud be engineer.
Excellent teacher.Continue with the Good job.
Thank you. keep watching Cwill videos
please continue this is very helpfull to those who are not understanding what is exactly desgin
It is very interesting explanation. I appreciate your hard work.
Yes dear
THANK YOU! your a LIFE SAVER. Keep it up 😊
Thanks, lot of doubts cleared after watching this video , esp. about point load ..perfect way of teaching...
Thank for this video, we appreciate the way you explain.
Very nice madam...I really appreciate your work..I salute your hard work..I am civil engineer from baroda gujarat
Very very clearly explained....hats offf
teacher must be like you ..such a wonderful teaching ...all the best
Nice explain
Very nice explained...your voice and way of explanation amazing 😍
salute ma'am.Very well explained.I am from Bangladesh.
THANKS MADAM YOUR EXPLANATION IS SUPERB
Appreciate ur good work. u have said it in a very simple way. keep it up
hatsoff to your explaination......giving time and sharing this type of useful videos respect for ur hardwork mam
Thanks Madam, Appreciate your efforts .....
Ma'am you are great....
This is only useful video I find
Sincere Efforts are doing by u..its really awesome ..Keep it up
Thank you very much. This is very well and effective video for civil engineering students and professionals.
Super explanation
I solve my every difficulty of sd during ur lecture I done my submission 💗💗💗
Very useful...got lot of information in deatail...thank u
Fantastic work mam........ Very useful video......... Thank u
God bless you man very very useful video
Very well explained.
Your dedication towards teaching is worth appreciation, Thanks, and keep up!!
all the best.....go ahead.... You can understanding very well...thanks for this......
I see from Bangladesh
Thanks for hardworking madam
Helpful info
Thank you very much for the amazing video
the thing I do not understand is that the triangle load, when you wrote the formula wL/3 but you used wL/2 instead in your solution. So which one I have to use?
Regards
Genius.... Hard work.... Great
It is very interesting to simplified the complexity of the subject matter. Thanks for the honest prepared to this valuable lecture my sister.
Love the way to explain the engineering mechanics and strength of materials
That was a great Video I have ever seen sister. you have solved most of my problems. very well explaining and when you combine your explanation with examples, it helps more and everyone can easily understand. thanks a lot for your great work and keep going.
Nice Explain & very informative video 👌
Thank you ma'am for this video, btw I noticed at 41:17 you only solved for WL/2 therefore the reaction is only 41.35, but I think you forgot to add the W/2 since the formula for the reaction is WL/2 + W/2 ; 20.675(4)/2 + 85.275/2, then the reaction would be 83.9875KN?
Hats off... You just nailed it...
Thanks a lot.
All my doubts are clear
Tnquuuu
Keep it up,
Thank You very much. Great Explanation. One of the best video about the structural engineering. Good luck!
Very nice to understand in ur language👌👌👍
truly great work and it was very easy to understand
Excellent and very well explained. Please keep posting similar videos like this.
Wow mam. Thank you for making us understand this tough thing simply. Please keep posting these lectures for we students.
Most important of manual procedure....helpful all...thanks!
Very nice.. 👏👏👏 U worked very hard for make this video. Thanks..
You make it clear understable
It's very useful.....
Heartily Thanking you Mam....
Nice work ..mam keep it up.. clear explanation... duration is long. In some place ur r writing wl/3 and wl/2 too so please verify it.. thank you.. do lot of videos ..
Post video of load calculation of column with drawing example, and design of column beam slab
Your are the best teacher . Thank you so much madam
Nicely explained 👍🏻
thanx ma'am Allah bless u much more succcess
keep it up.
Very Best explained.
Appreciated for shared.
Excellent teacher
Thank you for the amazing video. I have question in the UK we use EC2 and in factored load we use 1.35( Safety factor for dead) load and 1.5(Live Load) but you didnt use the safety factor 1.35 for yor dead load. can you explain why ? and also as requested by others please can you do a full detail design of house, Basement+G+2floors. THank you
if partition loads are considered then we have to subtract 33 percent of total load but if not then no need not multiply so he might have taken partion load and instead of subtracting he just let it be the actual load
Madam very nice & knowledgeable video
Ur explanation style is good
Thank you didi for giving lot's important information
Great Explanation, Thank you..
GREAT CLASS MADAM. yOUR CLASSES WILL BE REALLY HELPFUL TO YOUNGSTERS
.
Good techniques theory's power full confidence
thank u, Ur lecture is very very super and very useful mam
Very excellent video 👌👌
Madam from 'Cwill',
I became very much enriched by watching your video on load distribution from slab to beam . Now u r requested to kindly upload the videos of reinforcement design of beams, columns & slabs including S.F & B.M diagram .
Thanks
Utpal Ranjan Samanta
Kolkata .
Thank you. A great and helpful video for structural engineers. Keep going 👏👏👏👍
Very informative excellent work
very informative lesson...very nice keep it up...but i got wondered about sudden change in yur nailpolish...real magic😛😛😜😁
Thanks.....for the video.....its superb.....
thank you so much! you helped me a lot! such a wonderful person
good and clear cut explanation about design of building
Load distribution from slab to beams explanation exllent.thanks for clear explanation for learner's.
Please provide explanatory how to do structural design of small building with g+1 along with building plan.
Slab design
Beams design
Column design
Footing design .
For newley learner's .l am very happy to say that under stood load distribution from slab to beams.
Really appreciable...God bless u
Explanations are very good. understable to a novice. Can you let me know based on the calculations, how to achieve the right size of columns and beams.
VERY NICE..good explanation...
Fabulous sister keep it up..👏👏👏👏
Love from Pakistan
It was really awesome vedio
Bring up more such vedios
Thank you 🙏 so much madam no one will explain like this thanks madam
Thank you so much madam ..this video will help me a lot in my project and I must say your voice is so sweet .Thanks a lot once again ..