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

Kindly the explanation shall be little slow

Gentle man, excellent explanation, hats off to you.

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.

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😍

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.

Thank you

Thanks souch

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?

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.

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

hey how did you work out the area of the cross section it says 0.23 but not sure how you got this

could u pls tell me sir how to get the formula of. load on B1 due toslab S1

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.

Hey guys how do you calculate square slab

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 ?

Can u please recheck the formula u use for calculating the load due to trapazoidal section on beam.. Load calculated are very large

Superb sir

How to calculate if i have water load on all area of slab ?

UDL load hoga ya UVL load? Please batana sir

Thanks For Teaching Sir

What is 1-1 ? How did you get the value, i.e., (1-1/2.1 = 0.523)???
Please help 🥺

Thanks for your design analysis… but the presentation to be modified with conclusions….

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

Worth watching..

Actually l want to thank you very much .

Awesome sir 👌🏼👌🏼

Nice video 👍👍👍

Your teaching is like academic. I’m enjoying; thank you!!
Can you also teach how to calculate load on columns?

Good animasi

Thanks for sharing

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

Thank you sir, tutorial on load transferred to column?

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.

Thank you sir

Sir thank you
i wanna how to calculate cantilever slab carreid load and transver to the beam

Please sir make detailing using Autocad

Good 👍

Thank you 💗

Thank you 🙏

Sir,Calculation can u make it as pdf and send it sir.. It's or all using for further calculations

Ok, reminder set