Thank you very much for this very informative lecture regarding one-way and two-way slabs. I've learned more in this 10 min lecture than 1 week lecture of my professor.
I have been searching for more than 4 weeks through text books for something you presently so clearly in 10 mins. You need to come and teach my Architectural Technology class. Immediately. Haha. Thanks so much, About to watch the rest of the videos.
Hello I have a basic question to ask is the girder you are referring to is beam.? Are they the same things. I need ur help as iam preparing a boq quantifying schedule for rcc on slab beam n column and iam stuck with the slab quantifying
is there any consideration where i can design a two way slab as one way slab? for example the ratio is 2.1 or 2.5 or 2.05. or if the load is less than 4.8 KPa? thanks
I'm finding differences between the moment resulted by the load Calculation for trapezoidal distribution and by STAAD but the answer would be the same if the equation was (( w'= wmax(1+ 4/3(l/L)^2)) which is + instead of minus .?? for tiangle it came up to be exactly the same as your formula , Im confused .
Hi! This is a great tutorial.....I just wanted to ask where did you got the ratio value of 2. I'm doing an assignment and I would like to cite that. Thanks for your time. Cheers!
@@pipeds9979 please pardon my ignorance, but I'm trying to derive the formula myself and I'm stuck...exactly which trapezoidal formula are you referring to?
Thank you very much for this very informative lecture regarding one-way and two-way slabs. I've learned more in this 10 min lecture than 1 week lecture of my professor.
I have been searching for more than 4 weeks through text books for something you presently so clearly in 10 mins. You need to come and teach my Architectural Technology class. Immediately. Haha. Thanks so much, About to watch the rest of the videos.
I dont know why some people dislike this video. He explained everything clearly only in 10 mn
This person is incredible; such a simplistic and sophisticated explanation!!!
I didn't realize the girder and joist could be put into same level to support the slab, thanks for showing this video
I had my first structural class and was so confused, thank you for the helpful video!
Thanku...I have gone through a lot of books..but this was simple and amazing explanation..thnkss again
thank u man ur explanation is very clear and easy to understand !
Thankyou soo much this video really helps me clear my doubts in my assignment..
Thank you very much. This video actually helps to clarify my doubts.
That Lecture is Great ......Thanks From Egypt
Perfect explanation. Specific and clear.
Great lecture you posted up there! Helped me a lot!
Dude, this was pretty good. Thank you.
Simple, fun and informative! Just how we need.
Thnx! And Kudos man!
Thanks for the video. Really good explanation! Wat better than my teacher
Awesome explanation! Thanks!!
Thank you very much!!!
No worries! Make sure to check out the rest of the course (60+ lectures). Just type SpoonFeedMe into google. It will be the first hit
its good i must appreciate this work ..thank you
you are awesome!!! i loved your video everything was clear. thank you
Thanks! crystal clear now!
I like your drawing... they help a lot
Well done my friend. Thanks heaps!
Awesome video. thank you
what happened if there is lateral load working on this structure, what is the load path? I am curious.
so helpful mate! thanks heaps!!
Great lecture！
lovely stuff man...........thanx
Thx for sharing, very helpful
great video
Is this formula right?didn't get sensible results used it
thanks man great lecture
Hello I have a basic question to ask is the girder you are referring to is beam.? Are they the same things. I need ur help as iam preparing a boq quantifying schedule for rcc on slab beam n column and iam stuck with the slab quantifying
is there any consideration where i can design a two way slab as one way slab? for example the ratio is 2.1 or 2.5 or 2.05. or if the load is less than 4.8 KPa? thanks
very understandable video
I'm finding differences between the moment resulted by the load Calculation for trapezoidal distribution and by STAAD
but the answer would be the same if the equation was (( w'= wmax(1+ 4/3(l/L)^2))
which is + instead of minus .??
for tiangle it came up to be exactly the same as your formula , Im confused .
Is it possible to you, that above session will be design step by step.
Hi! This is a great tutorial.....I just wanted to ask where did you got the ratio value of 2. I'm doing an assignment and I would like to cite that. Thanks for your time.
Cheers!
Thanks for sharing!! really helpful~Would you please tell me where does this w_1^'=w_( max) [1-4/3 (l/L)^2 ] come from? Text book?
Tuby Chong it can easily be derived though using the formula of trapezoid
@@pipeds9979 please pardon my ignorance, but I'm trying to derive the formula myself and I'm stuck...exactly which trapezoidal formula are you referring to?
This lecture is awesome and well understandable,please how can i get a download of this lectures... Pls reply asap. Thanks
thank u very much
thank u so much sir
omg u r amazing :)
easy beazy
got a question. what if we get value of W` in negatives having applied this formula ??
Do you mean "w" is weight?
would you maind to shear some pdf
i mean 1.9 or any closer to 2
If I could subscribe 10x, I would
I wish I pronounced "Here" like you do lol
WHY IS MY PROF SO SHITTY
10 Q alot