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How To Calculate Load Of A G+1 Building | Column Load Calculation | Structural Design | Column load

  Рет қаралды 42,057

Civil Solution

Civil Solution

3 жыл бұрын

How To Calculate Load Of A G+1 Building | Column Load Calculation | Structural Design | Column load
In this video we learn that how to calculate load of a residential G+1 building which is act on Footing. This load calculation is very important to design a Column and its footing. in this video we calculate all types of loads ehich is act on a residential G+1 building as per IS Code 875 Part 1 and Part 2.
We calculate the following loads in this video:
1. Dead load of a R.C.C Slab
2. Dead load of RCC Beam
3.Dead load of Column
4.Dead load of Brick Masonry
5. Live load on residential building.
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Пікірлер: 50
@shaikthaheer3129
@shaikthaheer3129 9 ай бұрын
At 31:00 1st floor to plinth level load mye parapet wall ka load nikalna hai aur plinth level to footing mye main wall load add karna hai. remaining explanation good thank you 1st floor to plinth level load = (Half of factored load of B1 - Half of parapet wall load) + (Half of factored load of B2 - Half of parapet wall load) + (Roof slab load) = [63.84 - (6.9 x 1.5)] + [108.15 - (6.9 x 2.5)] + 97.47 = 53.49 + 90.9 + 97.47 = 241.86 KN ∴ Height of column = 9.15m Plinth level to footing load = (Half of PB1 weight + Half of main wall load) + (Half of PB2 weight + Half of main wall load) +column self weight = (1.5 x 2.59 + [1.5 x 18.63]) + (2.5 x 2.59 + [2.5 x 18.63]) + (0.23 x 0.40 x 9.15 x 25) = 31.83 + 53.05 + 21.045 = 105.925 KN Total load on column C1 = 241.86 + 105.925 = 347.785 KN
@EngineeringTech_Civil
@EngineeringTech_Civil 2 жыл бұрын
Informative video sir 👍👍
@hunnyjangra6189
@hunnyjangra6189 3 жыл бұрын
WONDERFUL JIJA JI
@l.premchandsingh8248
@l.premchandsingh8248 Жыл бұрын
very very useful, gain a lot of Knowledge
@ARSHADALAM-jx1cf
@ARSHADALAM-jx1cf Жыл бұрын
Nice detailing
@asfariqbal9959
@asfariqbal9959 2 жыл бұрын
excellent explanation
@tanveerhingora9185
@tanveerhingora9185 9 ай бұрын
Thank You 🙌
@ajeetsharma1026
@ajeetsharma1026 Жыл бұрын
Great 👍
@ln1priyabratanayak604
@ln1priyabratanayak604 2 жыл бұрын
Self wt of slab=volume x density why you take thickness x density???
@manishkumaryadav7828
@manishkumaryadav7828 2 жыл бұрын
Assuming 1m length & 1m width
@priteshramteke9614
@priteshramteke9614 Жыл бұрын
Right
@bapanbiswas4248
@bapanbiswas4248 Жыл бұрын
Best video 👌👌👌👌👌
@ramkripalsingh9487
@ramkripalsingh9487 Жыл бұрын
Very nice
@sharadtawde6846
@sharadtawde6846 Жыл бұрын
Superb sir.
@tiwarianant92
@tiwarianant92 7 ай бұрын
Nice video
@socialvideo7740
@socialvideo7740 3 жыл бұрын
Sir the way u explained, it was really awesome thank u sir....
@CivilSolution
@CivilSolution 3 жыл бұрын
Thank you bro
@shyamalkumar4767
@shyamalkumar4767 Жыл бұрын
Load on triangular section of slab is 32.49 Kn. and trapizoidal section load 75.16 Kn. 1/3 requires when measures center of gravity of triangular. area is 1/2 base x altude
@palashbose6389
@palashbose6389 Жыл бұрын
EXCELLENT SIR.
@MUBARAKALI-tp1de
@MUBARAKALI-tp1de Жыл бұрын
A lots of thanx for sharing your valuable knowledge to us, ab hamein ye samjhayein ki 300.87 kn is column k liye safe hai ya nahi?
@mohammedmalik3575
@mohammedmalik3575 3 жыл бұрын
loved it sirrrr❤️❤️❤️
@ANVIRAJ123
@ANVIRAJ123 10 ай бұрын
Good
@mohammedmalik3575
@mohammedmalik3575 3 жыл бұрын
Sir loving ur lecture.....
@CivilSolution
@CivilSolution 3 жыл бұрын
Thank you bro
@rajkumarsah25175
@rajkumarsah25175 2 жыл бұрын
Ground floor to first floor load is not taken into calculation . But your presentation way is quite good
@JayJay-wv1vx
@JayJay-wv1vx Жыл бұрын
My friend there are many civil engineers post on youtube but your videos are the best. Thank you for taking time and sharing this knowledge. I do have comment. 1) why you have not responded to any questions? 2) can you provide the PDF or Power point file so it would be easier to practice? Thanks again.
@CivilSolution
@CivilSolution Жыл бұрын
Thank you bro
@tariqsiddiqui8067
@tariqsiddiqui8067 2 жыл бұрын
Can we increase any column size according to the loàd on it.....
@sharadbarman6491
@sharadbarman6491 3 жыл бұрын
Sir why did you not consider plaster load ?
@mr.noname6109
@mr.noname6109 Жыл бұрын
Floor finish load = plaster load + tiles load
@Raj-xh4gd
@Raj-xh4gd Жыл бұрын
​@@mr.noname6109 sir this wrong actually take b*h 21kn density of plaster and plaster area 0.015+0.012= 0.027M2
@anilkumarsharma8901
@anilkumarsharma8901 Жыл бұрын
Saftey quotient ki range Kya hain maximum To minimum???
@farmanfaizan4764
@farmanfaizan4764 10 ай бұрын
Sir 3oo.87 kn load kay liye foundation ka thickness kitna hona chahiye
@VINAYKUMAR-gh2qc
@VINAYKUMAR-gh2qc 3 жыл бұрын
Good explained but long...no of times revise krna padega
@CivilSolution
@CivilSolution 3 жыл бұрын
Hmmm long to hai but kya kare pura concept samjhana chahta tha aapko
@tarunsahu5909
@tarunsahu5909 2 жыл бұрын
Groundfloor wall load not added; every time, main wall load + parapet wall load is getting added Though what is done in the video is not correct, I got the general idea what to do. Thank you
@SouravDas-hl5hj
@SouravDas-hl5hj 2 жыл бұрын
Why main wall load is not substract from the 1st to plinth level load
@socialvideo7740
@socialvideo7740 3 жыл бұрын
Sir can u plz educate me on how to take out estimate of G+1 building from foundation to parapet wall.
@CivilSolution
@CivilSolution 3 жыл бұрын
Ok, I will make a video on it
@asfariqbal9959
@asfariqbal9959 2 жыл бұрын
You did not consider ground floor wall
@sushantsinha2009
@sushantsinha2009 Жыл бұрын
Plaster ka load kya hoga
@anilkumarsharma8901
@anilkumarsharma8901 Жыл бұрын
Kutub minar ka saftey standard structure quotient hain 😂😂😂😂
@anilkumarsharma8901
@anilkumarsharma8901 Жыл бұрын
G plus➕ Ka matlab????
@akshaypatil604
@akshaypatil604 2 жыл бұрын
Contact kaise kare apko
@yashvaland1582
@yashvaland1582 3 жыл бұрын
Factor load me 1.5 kese aaye ??
@CivilSolution
@CivilSolution 3 жыл бұрын
Factor of safety as per IS code 1.5
@prajnapatnaik5770
@prajnapatnaik5770 2 жыл бұрын
Sir isme wind load aur earthquake load calculate nahi hua he
@CivilSolution
@CivilSolution 2 жыл бұрын
Its a G+1building, wind load generally consider for more than G+3 buildings
@prajnapatnaik5770
@prajnapatnaik5770 2 жыл бұрын
Sir ek video g+3 ka banayiye na Wind load kaise apply karenge to column me kaise calculate hoga Plz sir Aur beam pe point load dalke banayiye sir
@user-2-minutescrafts.
@user-2-minutescrafts. Жыл бұрын
Column py kitna load aaeyga nikl gya but column us load KO bear kr lega ya nhi kaise janengy sir
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