There is an error in the calculation.... You can find the rectified calculation here 👇 drive.google.com/file/d/1X5OFsa0rTTTqMrlf4aTz4SmlJiYIJARi/view?usp=sharing Sorry for the error🙏
my question is, after we calculate loads on the beam can we use this load for column design or de we have to do another calculation using approximate area method for loads on the column ?
hey im a little unsure on something what if the design i have doesnt have beams every side for example my design it has beams only on 2 sides of the inividual structure
Sir if we design 1st slab .. For the project of like g+5, g+6etc How can we take loads of remaining slabs which is the load transfer to 1 St slab Moreover is this for only for ground floor or g+1 ? Pl explain it sir Thank you
The example I have shown here is for a single storey frame to give you the basic idea of how load is transferred in a frame.... I will cover up for multiple stories in a separate video.
What is the formula for getting number of bars from area of steel according bs8110 for Fy=410, Fcu= 20, Because BS8110 part 3 doesn't have table for suchcases.
In minutes 8.06 , the load on B3 due to slab S2 = WLx/2 right but why isnt it 2.5 cause the length in beam B3 has a length of 2.5 m. should i substitute ( WLx/2.5 ) or is there anything else. thanks a lot for all this knowledge i am just a bit confused. thank you and have a great day.
where did the size of beam and column come from? and do the beams and columns with this size resist the loads u calculated? sir make complete video of loads calculations from roof slab to foundation.
it says "given specifications". So you can find the size of column and beams on the structural plan. But if you are the one designing it you will assume the sizes and solve for the whole design if it will (pass or fail) to carry your loads.
In case of slab self wt why do we say (thickness x unit wt) and in case of selt wt of beam we say (area ×unit wt) , why dont we use area x unit wt in case of slab too?
![Lecture 8 Load Transfer from Slabs to Beams | Part 1 [Concrete Structures]](http://i.ytimg.com/vi/v5SgYrT_Tto/mqdefault.jpg)
I love the way you made your video and how straight forward it was I understand it so easily thanks
Gentle man, excellent explanation, hats off to you.
Can u please recheck the formula u use for calculating the load due to trapazoidal section on beam.. Load calculated are very large
Your teaching is like academic. I’m enjoying; thank you!!
Can you also teach how to calculate load on columns?
Sure
IS-1200 part-01 all clause of earth work measurement .
IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।
th-cam.com/video/zSDyKHKa3xo/w-d-xo.html
great 🤩 truely said, i love to listening this, but i didn't like this for 1day, in the my 4years of college life 😅😇 thank you for this😍
There is an error in the calculation.... You can find the rectified calculation here 👇
drive.google.com/file/d/1X5OFsa0rTTTqMrlf4aTz4SmlJiYIJARi/view?usp=sharing
Sorry for the error🙏
Go ahead, we are benefit from you very much,thanks.
Yes was an error now is good
What does 1-1 mean. Thanks for teaching
Thank you bro, just freaking thank you😢😢
Sir thank you
i wanna how to calculate cantilever slab carreid load and transver to the beam
Will upload soon
Thanks.how to draw this in which software?
my question is, after we calculate loads on the beam can we use this load for column design or de we have to do another calculation using approximate area method for loads on the column ?
Another calculation will be done
Awesome explanation
THANKS SIR, BUT ONE THING I AM MENTIONING THAT LOAD ON BEAM B6 AND B4 DUE TO BEAM B5 SHOULD BE POINT LOAD,BUT YOU HAVE CONSIDERED AS UDL 33KN/M.
Ok, reminder set
Sir,Calculation can u make it as pdf and send it sir.. It's or all using for further calculations
IS-1200 part-01 all clause of earth work measurement .
IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।👍👍👍
th-cam.com/video/zSDyKHKa3xo/w-d-xo.html
@@EngineeringTech_Civil4:32
hey how did you work out the area of the cross section it says 0.23 but not sure how you got this
Check out my Compiled PDF
👇👇👇
store.civiltutorofficial.com
could u pls tell me sir how to get the formula of. load on B1 due toslab S1
Load due to B5 on B6 will not be UDL as its one end is resting on B6 so it will apply point load on it there.. isn't it?
Thank you sir, tutorial on load transferred to column?
Will upload soon
IS-1200 part-01 all clause of earth work measurement .
IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।
th-cam.com/video/zSDyKHKa3xo/w-d-xo.html
What is 1-1 ? How did you get the value, i.e., (1-1/2.1 = 0.523)???
Please help 🥺
1 - (1/2.1) = 1 - 0.4761 = 0.523
How to calculate if i have water load on all area of slab ?
Thanks For Teaching Sir
hey im a little unsure on something what if the design i have doesnt have beams every side for example my design it has beams only on 2 sides of the inividual structure
for example i have a b2 and a b1 but no beams on b6 and b7
Awesome sir 👌🏼👌🏼
Superb sir
Sir if we design 1st slab ..
For the project of like g+5, g+6etc
How can we take loads of remaining slabs which is the load transfer to 1 St slab
Moreover is this for only for ground floor or g+1 ? Pl explain it sir
Thank you
The example I have shown here is for a single storey frame to give you the basic idea of how load is transferred in a frame.... I will cover up for multiple stories in a separate video.
Hey guys how do you calculate square slab
What is the formula for getting number of bars from area of steel according bs8110 for Fy=410, Fcu= 20, Because BS8110 part 3 doesn't have table for suchcases.
Nice video 👍👍👍
Thank you 👍
Please sir make detailing using Autocad
Worth watching..
Actually l want to thank you very much .
Thank you
In minutes 8.06 , the load on B3 due to slab S2 = WLx/2 right but why isnt it 2.5 cause the length in beam B3 has a length of 2.5 m. should i substitute ( WLx/2.5 ) or is there anything else. thanks a lot for all this knowledge i am just a bit confused. thank you and have a great day.
It is one way slab and if the load is example 10kN/m2 The it has to distribute only on two equal beams hence divide by 2
Thank you 🙏
Welcome!
Thanks for sharing
IS-1200 part-01 all clause of earth work measurement .
IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।👍👍
th-cam.com/video/zSDyKHKa3xo/w-d-xo.html
Great
Good 👍
Thanks
कोइ भि घरका सारा लोड, कलम के नम्बर मुताविक भाग लगाकर के निकाल सकते है और नहि?अगर नहि तो कैसे निकाले? please explain me.
Thanks souch
where did the size of beam and column come from? and do the beams and columns with this size resist the loads u calculated?
sir make complete video of loads calculations from roof slab to foundation.
Refer below link
th-cam.com/video/NV5k1RjrPiM/w-d-xo.html
it says "given specifications". So you can find the size of column and beams on the structural plan. But if you are the one designing it you will assume the sizes and solve for the whole design if it will (pass or fail) to carry your loads.
Good animasi
Kindly the explanation shall be little slow
The last page calculation of the rectified calculation is again wrong. Again span of B4 (2.37+1.0) does not match with 3.6M of B1
Span of B4 = 2.37 + 1 + width of B5 (I.e, 0.23m) = 3.6 m
OK
Thanks for your design analysis… but the presentation to be modified with conclusions….
In case of slab self wt why do we say (thickness x unit wt) and in case of selt wt of beam we say (area ×unit wt) , why dont we use area x unit wt in case of slab too?
The slab is designed per m², whereas beam design is analised per m
Thank you 💗
IS-1200 part-01 all clause of earth work measurement .
IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।
th-cam.com/video/zSDyKHKa3xo/w-d-xo.html