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

Civil Solution
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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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9 авг 2021

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Комментарии : 50   
@shaikthaheer3129
@shaikthaheer3129 9 месяцев назад
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
@ln1priyabratanayak604
@ln1priyabratanayak604 2 года назад
Self wt of slab=volume x density why you take thickness x density???
@manishkumaryadav7828
@manishkumaryadav7828 2 года назад
Assuming 1m length & 1m width
@priteshramteke9614
@priteshramteke9614 Год назад
Right
@EngineeringTech_Civil
@EngineeringTech_Civil 2 года назад
Informative video sir 👍👍
@l.premchandsingh8248
@l.premchandsingh8248 Год назад
very very useful, gain a lot of Knowledge
@hunnyjangra6189
@hunnyjangra6189 3 года назад
WONDERFUL JIJA JI
@ARSHADALAM-jx1cf
@ARSHADALAM-jx1cf Год назад
Nice detailing
@shyamalkumar4767
@shyamalkumar4767 Год назад
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
@tanveerhingora9185
@tanveerhingora9185 9 месяцев назад
Thank You 🙌
@MUBARAKALI-tp1de
@MUBARAKALI-tp1de Год назад
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?
@asfariqbal9959
@asfariqbal9959 2 года назад
excellent explanation
@bapanbiswas4248
@bapanbiswas4248 Год назад
Best video 👌👌👌👌👌
@tiwarianant92
@tiwarianant92 7 месяцев назад
Nice video
@sharadtawde6846
@sharadtawde6846 Год назад
Superb sir.
@socialvideo7740
@socialvideo7740 3 года назад
Sir the way u explained, it was really awesome thank u sir....
@CivilSolution
@CivilSolution 3 года назад
Thank you bro
@ramkripalsingh9487
@ramkripalsingh9487 Год назад
Very nice
@ajeetsharma1026
@ajeetsharma1026 Год назад
Great 👍
@palashbose6389
@palashbose6389 Год назад
EXCELLENT SIR.
@mohammedmalik3575
@mohammedmalik3575 3 года назад
loved it sirrrr❤️❤️❤️
@ANVIRAJ123
@ANVIRAJ123 10 месяцев назад
Good
@mohammedmalik3575
@mohammedmalik3575 3 года назад
Sir loving ur lecture.....
@CivilSolution
@CivilSolution 3 года назад
Thank you bro
@tariqsiddiqui8067
@tariqsiddiqui8067 2 года назад
Can we increase any column size according to the loàd on it.....
@rajkumarsah25175
@rajkumarsah25175 2 года назад
Ground floor to first floor load is not taken into calculation . But your presentation way is quite good
@JayJay-wv1vx
@JayJay-wv1vx Год назад
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 Год назад
Thank you bro
@sharadbarman6491
@sharadbarman6491 3 года назад
Sir why did you not consider plaster load ?
@mr.noname6109
@mr.noname6109 Год назад
Floor finish load = plaster load + tiles load
@Raj-xh4gd
@Raj-xh4gd Год назад
​@@mr.noname6109 sir this wrong actually take b*h 21kn density of plaster and plaster area 0.015+0.012= 0.027M2
@farmanfaizan4764
@farmanfaizan4764 10 месяцев назад
Sir 3oo.87 kn load kay liye foundation ka thickness kitna hona chahiye
@user-2-minutescrafts.
@user-2-minutescrafts. Год назад
Column py kitna load aaeyga nikl gya but column us load KO bear kr lega ya nhi kaise janengy sir
@SouravDas-hl5hj
@SouravDas-hl5hj 2 года назад
Why main wall load is not substract from the 1st to plinth level load
@tarunsahu5909
@tarunsahu5909 2 года назад
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
@asfariqbal9959
@asfariqbal9959 2 года назад
You did not consider ground floor wall
@sushantsinha2009
@sushantsinha2009 Год назад
Plaster ka load kya hoga
@VINAYKUMAR-gh2qc
@VINAYKUMAR-gh2qc 3 года назад
Good explained but long...no of times revise krna padega
@CivilSolution
@CivilSolution 3 года назад
Hmmm long to hai but kya kare pura concept samjhana chahta tha aapko
@socialvideo7740
@socialvideo7740 3 года назад
Sir can u plz educate me on how to take out estimate of G+1 building from foundation to parapet wall.
@CivilSolution
@CivilSolution 3 года назад
Ok, I will make a video on it
@anilkumarsharma8901
@anilkumarsharma8901 Год назад
G plus➕ Ka matlab????
@prajnapatnaik5770
@prajnapatnaik5770 2 года назад
Sir isme wind load aur earthquake load calculate nahi hua he
@CivilSolution
@CivilSolution 2 года назад
Its a G+1building, wind load generally consider for more than G+3 buildings
@prajnapatnaik5770
@prajnapatnaik5770 2 года назад
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
@akshaypatil604
@akshaypatil604 2 года назад
Contact kaise kare apko
@anilkumarsharma8901
@anilkumarsharma8901 Год назад
Kutub minar ka saftey standard structure quotient hain 😂😂😂😂
@yashvaland1582
@yashvaland1582 3 года назад
Factor load me 1.5 kese aaye ??
@CivilSolution
@CivilSolution 3 года назад
Factor of safety as per IS code 1.5
@anilkumarsharma8901
@anilkumarsharma8901 Год назад
Saftey quotient ki range Kya hain maximum To minimum???
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