How To Calculate Load Of A G+1 Building | Column Load Calculation | Structural Design | Column load
Vložit
- čas přidán 8. 09. 2024
- 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.
--------------------------------------------------------------------------------
You can also watch these important videos:
1. How to calculate bearing capacity of soil at site
• How To Calculate Beari...
2. BBS of Combo In Excel
• Video
3.Two way slab reinforcement details in 3D animation
• Two Way Slab Reinforce...
4. BBS of Column in excel
• Video
--------------------------------------------------------------------------------------
Contact:
E-mail - civilsolutionofficial@gmail.com
Follow us:
facebook - / civilsolutionofficial
Instagram - / civilsolutionofficial
Telegram - t.me/civilsolu...
#civilsolution #columnload #civilengineering
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
Self wt of slab=volume x density why you take thickness x density???
Assuming 1m length & 1m width
Right
Informative video sir 👍👍
WONDERFUL JIJA JI
Nice detailing
Best video 👌👌👌👌👌
Thank You 🙌
very very useful, gain a lot of Knowledge
Great 👍
Superb sir.
Sir the way u explained, it was really awesome thank u sir....
Thank you bro
Nice video
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
EXCELLENT SIR.
excellent explanation
Very nice
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?
loved it sirrrr❤️❤️❤️
Good
Sir loving ur lecture.....
Thank you bro
Sir why did you not consider plaster load ?
Floor finish load = plaster load + tiles load
@@mr.noname6109 sir this wrong actually take b*h 21kn density of plaster and plaster area 0.015+0.012= 0.027M2
Ground floor to first floor load is not taken into calculation . But your presentation way is quite good
Can we increase any column size according to the loàd on it.....
[1-(1/2×1.66)]
=0.699 kaise hua bataiye sar
Sir 3oo.87 kn load kay liye foundation ka thickness kitna hona chahiye
Saftey quotient ki range Kya hain maximum To minimum???
Column py kitna load aaeyga nikl gya but column us load KO bear kr lega ya nhi kaise janengy sir
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
Why main wall load is not substract from the 1st to plinth level load
You did not consider ground floor wall
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.
Thank you bro
Good explained but long...no of times revise krna padega
Hmmm long to hai but kya kare pura concept samjhana chahta tha aapko
Sir can u plz educate me on how to take out estimate of G+1 building from foundation to parapet wall.
Ok, I will make a video on it
Plaster ka load kya hoga
Kutub minar ka saftey standard structure quotient hain 😂😂😂😂
G plus➕
Ka matlab????
Sir isme wind load aur earthquake load calculate nahi hua he
Its a G+1building, wind load generally consider for more than G+3 buildings
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
Contact kaise kare apko
Factor load me 1.5 kese aaye ??
Factor of safety as per IS code 1.5