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
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
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.
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
Very good lecture in simple language for RCC design load calculations
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
very very useful, gain a lot of Knowledge
Sir isme seismic load or wind load bhi to leke chalna hoga or sath hi chajja ka load kaise add kare ye bhi batao baki sab ache se samjh aya
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?
Informative video sir 👍👍
WONDERFUL JIJA JI
Nice detailing
EXCELLENT SIR.
Nice video
Best video 👌👌👌👌👌
Thank You 🙌
excellent explanation
Great 👍
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
Superb sir.
Very nice
Sir the way u explained, it was really awesome thank u sir....
Thank you bro
Sir loving ur lecture.....
Thank you bro
Good
loved it sirrrr❤️❤️❤️
Do you have structure course
Sir 3oo.87 kn load kay liye foundation ka thickness kitna hona chahiye
Can we increase any column size according to the loàd on it.....
Column py kitna load aaeyga nikl gya but column us load KO bear kr lega ya nhi kaise janengy sir
Ground floor to first floor load is not taken into calculation . But your presentation way is quite good
Saftey quotient ki range Kya hain maximum To minimum???
Self wt of slab=volume x density why you take thickness x density???
Assuming 1m length & 1m width
Right
If self weight of slab is 3.125 KN/m2 . Then total weight of slab should be 3.125 ×3×5 ( ie weight per m2 × total area).
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
[1-(1/2×1.66)]
=0.699 kaise hua bataiye sar
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
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
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
Good explained but long...no of times revise krna padega
Hmmm long to hai but kya kare pura concept samjhana chahta tha aapko
Plaster ka load kya hoga
You did not consider ground floor wall
Kutub minar ka saftey standard structure quotient hain 😂😂😂😂
G plus➕
Ka matlab????
Contact kaise kare apko
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
Factor load me 1.5 kese aaye ??
Factor of safety as per IS code 1.5