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How to calculate the load in slabs and beams? | Load transfer mechanism in building | Civil Tutor 

Civil Tutor
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In this lecture, I have discussed briefly how to calculate the load in slabs and beams and the load transfer mechanism behind it.
Compiled PDFs👇
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For any framed structure, the total load of a slab includes the Live Load, Floor finishing Load, and the self-weight of the slab. This load is transferred to the beams which provide support to the slab, and from the beams, the load is transferred to the supporting columns. Then from columns to the footings and finally to the soil on which the whole structure is constructed.
The total load of a slab is the summation of the Dead load and the Live Load. The dead load includes the self-weight of the slab plus the floor finish and it is to be calculated as per IS 875 part 1.
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#rccdesign #civiltutor #loadcalculation
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The information provided in this video is for educational purposes only. The viewer is solely responsible for verifying the information and the use of the information in this video is at the viewer's own risk. The content is not intended to be used for professional or commercial purposes. The application of the information presented in this video on a construction site should be carried out only by a licensed and qualified civil engineer.
This video may contain copyrighted material the use of which has not been specifically authorized by the copyright owner. However, under Copyright Disclaimer under Section 107 of the Copyright Act 1976, allowance is made for fair use for purposes such as criticism, comment, news reporting, scholarship, and research. Fair use is a use permitted by copyright statute that might otherwise be infringing. Non-profit, educational or personal use tips the balance in favor of fair use.

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23 июл 2024

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Комментарии : 69   
@markdilannyuykonge330
@markdilannyuykonge330 Месяц назад
I love the way you made your video and how straight forward it was I understand it so easily thanks
@gopalmalapati1446
@gopalmalapati1446 10 месяцев назад
Gentle man, excellent explanation, hats off to you.
@phyohtetkoko929
@phyohtetkoko929 2 года назад
Thanks For Teaching Sir
@jyotiranjanpanda4342
@jyotiranjanpanda4342 5 дней назад
Awesome explanation
@clifforddevoe919
@clifforddevoe919 5 месяцев назад
Thank you bro, just freaking thank you😢😢
@axatrathod
@axatrathod 2 года назад
Awesome sir 👌🏼👌🏼
@vishakhakale8181
@vishakhakale8181 Год назад
Can u please recheck the formula u use for calculating the load due to trapazoidal section on beam.. Load calculated are very large
@gowthamiv4841
@gowthamiv4841 2 года назад
Worth watching..
@BRane-mo9wx
@BRane-mo9wx Год назад
Superb sir
@ibby3849
@ibby3849 Год назад
hey how did you work out the area of the cross section it says 0.23 but not sure how you got this
@darshanshrestha545
@darshanshrestha545 2 года назад
Your teaching is like academic. I’m enjoying; thank you!! Can you also teach how to calculate load on columns?
@CivilTutor
@CivilTutor 2 года назад
Sure
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
IS-1200 part-01 all clause of earth work measurement . IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।। ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-zSDyKHKa3xo.html
@AlAl-cr7ig
@AlAl-cr7ig Год назад
Thank you
@engrxiddig
@engrxiddig 2 года назад
Good 👍
@dashtyswara3277
@dashtyswara3277 25 дней назад
Thanks
@dreampannu2198
@dreampannu2198 11 месяцев назад
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😍
@nasirafridi6013
@nasirafridi6013 2 года назад
Thank you 💗
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
IS-1200 part-01 all clause of earth work measurement . IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।। ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-zSDyKHKa3xo.html
@vedprakashthakur9175
@vedprakashthakur9175 Год назад
could u pls tell me sir how to get the formula of. load on B1 due toslab S1
@mgovindaraju8034
@mgovindaraju8034 2 года назад
Thanks for sharing
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
IS-1200 part-01 all clause of earth work measurement . IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।👍👍 ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-zSDyKHKa3xo.html
@abdulmonimmohamedali9146
@abdulmonimmohamedali9146 2 года назад
Actually l want to thank you very much .
@suryasekharlagudu4794
@suryasekharlagudu4794 2 года назад
Thank you 🙏
@CivilTutor
@CivilTutor 2 года назад
Welcome!
@ihsanullah6479
@ihsanullah6479 2 года назад
Thanks.how to draw this in which software?
@travelguide786
@travelguide786 2 года назад
Ok, reminder set
@balabyekubojohnchristom241
@balabyekubojohnchristom241 Год назад
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.
@sangwoo218
@sangwoo218 Год назад
How to calculate if i have water load on all area of slab ?
@meow0808
@meow0808 Год назад
Thanks souch
@pranotostb
@pranotostb 2 года назад
Good animasi
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
Nice video 👍👍👍
@CivilTutor
@CivilTutor 2 года назад
Thank you 👍
@abdulzahiraliyi8675
@abdulzahiraliyi8675 Год назад
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 ?
@OGTennyson
@OGTennyson 11 месяцев назад
Another calculation will be done
@amit95gupta
@amit95gupta Год назад
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.
@sharmakeabdullahicisman4396
@sharmakeabdullahicisman4396 2 года назад
Sir thank you i wanna how to calculate cantilever slab carreid load and transver to the beam
@CivilTutor
@CivilTutor 2 года назад
Will upload soon
@CivilTutor
@CivilTutor 2 года назад
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🙏
@abdulmonimmohamedali9146
@abdulmonimmohamedali9146 2 года назад
Go ahead, we are benefit from you very much,thanks.
@fredthe52
@fredthe52 Год назад
Yes was an error now is good
@ibby3849
@ibby3849 Год назад
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
@ibby3849
@ibby3849 Год назад
for example i have a b2 and a b1 but no beams on b6 and b7
@CivilTutor
@CivilTutor 2 года назад
Check out my Compiled PDF 👇👇👇 store.civiltutorofficial.com
@mbabazirodney2064
@mbabazirodney2064 Месяц назад
What does 1-1 mean. Thanks for teaching
@engrxiddig
@engrxiddig 2 года назад
Please sir make detailing using Autocad
@THEONEPERCENTCLUB101
@THEONEPERCENTCLUB101 Год назад
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.
@theandroidguy6032
@theandroidguy6032 Год назад
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
@baberkhan-lt8br
@baberkhan-lt8br Год назад
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?
@brahmaji0098
@brahmaji0098 2 года назад
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
@CivilTutor
@CivilTutor 2 года назад
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.
@shaahidebrahim9968
@shaahidebrahim9968 2 года назад
Thank you sir, tutorial on load transferred to column?
@CivilTutor
@CivilTutor 2 года назад
Will upload soon
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
IS-1200 part-01 all clause of earth work measurement . IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।। ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-zSDyKHKa3xo.html
@joshuasolamo8697
@joshuasolamo8697 Год назад
Hey guys how do you calculate square slab
@aravindhsuriyak.s6989
@aravindhsuriyak.s6989 2 года назад
Sir,Calculation can u make it as pdf and send it sir.. It's or all using for further calculations
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
IS-1200 part-01 all clause of earth work measurement . IS-1200 part-01 के सभी क्लॉज इस वीडियो में ।।👍👍👍 ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-zSDyKHKa3xo.html
@mamteshmishra5609
@mamteshmishra5609 10 месяцев назад
​@@EngineeringTech_Civil4:32
@SumanDas-ey8ro
@SumanDas-ey8ro 2 года назад
What is 1-1 ? How did you get the value, i.e., (1-1/2.1 = 0.523)??? Please help 🥺
@CivilTutor
@CivilTutor 2 года назад
1 - (1/2.1) = 1 - 0.4761 = 0.523
@dhanbiryadav3124
@dhanbiryadav3124 11 месяцев назад
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.
@rajusimmanuel3285
@rajusimmanuel3285 9 месяцев назад
Kindly the explanation shall be little slow
@pp238
@pp238 2 года назад
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
@CivilTutor
@CivilTutor 2 года назад
Span of B4 = 2.37 + 1 + width of B5 (I.e, 0.23m) = 3.6 m
@pp238
@pp238 2 года назад
OK
@DarvaishBandah
@DarvaishBandah 2 года назад
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.
@sathyabalasundaram1801
@sathyabalasundaram1801 2 года назад
Refer below link ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-NV5k1RjrPiM.html
@ygges3407
@ygges3407 2 года назад
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.
@sekarramaswamy5111
@sekarramaswamy5111 2 года назад
Thanks for your design analysis… but the presentation to be modified with conclusions….
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