The span in between two columns 30 feet, 250tonnes comes on each column of five stored building, pl design size of column along with steel, further the soil is B. C soil, pile foundation to be designed for pile cap and piles along with steel.
while calculating the ASC why again we need the load formula however we can simply calculate with the help of small formula of relation between Ag=Ac+Asc.
Excellent sir.. 👍.. Can u tell me pls...how to see load for a building ....and where to see ..whether in is 456 or other? I have two residential building Projects g+1 and g+2 .. For How much load, should I design their column?.. So, question is, How to calculate the amount of load coming on the building..?
also in is-code 456 clause 39.3, it says that minimum eccentricity should not exceed 0.05D. If you choose D as 400mm, then 0.05D is equal 20.0 but your minimum eccentricity is 20.33 which is greater than 0.05D, so your analysis does not comply with clause 39.3 regret to say but do you want to clarify ?
Transverse reinforcement (pitch) 1)16d=16*16=256mm 2)Min lateral dimension of column 400mm 3)300mm Least value taken out of these values ,that's why he took 256mm
Super class sir & beam slab design videos upload sir tq.
The span in between two columns 30 feet, 250tonnes comes on each column of five stored building, pl design size of column along with steel, further the soil is B. C soil, pile foundation to be designed for pile cap and piles along with steel.
Thank you sir
Welcome
Great...sir👍🏼👍🏼
Many many thanks
It's good
while calculating the ASC why again we need the load formula however we can simply calculate with the help of small formula of relation between Ag=Ac+Asc.
Sir calculation of load in one column and beam of g+1 to g+5 building. Explain load calculation manual sir
Will upload soon
@@civilengineeringbyshravan9596 waiting sir and also upload the load transfer from slab to beam to column to footing manual calculation sir
How did u get to know that ?? If so pls let me know
Excellent sir.. 👍..
Can u tell me pls...how to see load for a building ....and where to see ..whether in is 456 or other?
I have two residential building Projects g+1 and g+2 ..
For How much load, should I design their column?..
So, question is,
How to calculate the amount of load coming on the building..?
Same doubt, if u know that pls let me know
Sir if Length of Coloum is unknown then how will min. Eccentricity arrive
Sir can you please teach how to make Excell shits using this formulas , so that we don't have to calculate this every time
Jai mata di
Sir give detail information during the example solving
wrong math calculation. A.g. result should be 168216.44
also in is-code 456 clause 39.3, it says that minimum eccentricity should not exceed 0.05D. If you choose D as 400mm, then 0.05D is equal 20.0 but your minimum eccentricity is 20.33 which is greater than 0.05D, so your analysis does not comply with clause 39.3
regret to say but do you want to clarify ?
Is it in LSM or WLM method?
LSM
You designed column as rectangular but dimensions finded in square column (Assumption is wrong)
Sir plz tell is it under limit state method?
Sir ,all videos camera focus long not clear , your teaching speed so please slowing teaching
Ok next time
This short column or long column
How did you get 1200kn load??
It is the P vertical load acting on the column (Just assumption)
Letters not appearing
Please watch in PDF
sir how did you get the 256 mm c/c?
Transverse reinforcement (pitch)
1)16d=16*16=256mm
2)Min lateral dimension of column 400mm
3)300mm
Least value taken out of these values ,that's why he took 256mm
Pl design 250 tonnes on Colum.
Ur notes has not seen. Please allow close up seen of notes.
Aap ne pehla hi formula galat likha he bhai, not watching the video
0.4fck aayega na ki 0.45,
0.45 Khali axial load case me aayega