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Owa... Good teaching sir ..👍👍
i understud sir .
It's very clear
Thank you sir.....
Kindly check your calculation. Total slab load should be 128.25 KN.
Thickness of 🧱 is not considered in your calculation. And what about the self weight from columns from floors above(if there is)
Sir , Thank you for your sharing your knowledge. Sir I want IS code reference for distribution of loads on columns.
daed load of slab 128.25 hoga
Thanks sir
how about to compute the size of column at specific load, thanks
Thanks for your interest. I will make a another video on your comments.
Total slab load 128.25
Wall load also need to include the thickness of wall…
wall thickness???
Wall load to floor finish load mai aata hai na sir I'm cunfiused sir please reply sir quickly
Hlw , Sajid wall load and floor finish load are considering seperately . Wall load depends on thickness and heights . As usual floor finish loads consider 2kN/sqm
Total Slab Area 182.25
How It will Came
Sir ham 12 mm ka 4 saryia provide karke 2 story bulding banaskatehe please sir reply colum to colum distance 10 feet 9 feet he please sir reply ham 2 floor tkk banaskatehe 12 mm ka 4 saryia provide karke
Hi, vastu please minimum 12dia 6bar use kare and column size 9" x 1' .ring spacing 8"
@@civilenggbyutpalray6692 sir colum to colum distance 10 feet he serf kia 12 mm ka 4 saryia nhi chalega
397 kn per meter or 397 kn only?
Hi Leonardo it's 397 KN axial load on column. Not per meter
@@civilenggbyutpalray6692 thanx from philippines
Send me column design
Join telegram group
t.me/civil_engg_utpal_101
Thanks sir