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 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
Owa... Good teaching sir ..👍👍
It's very clear
i understud sir .
Sorry sir to but i was little confused when you were calculating the wall laoding how did you get that 2.6
Sir , Thank you for your sharing your knowledge. Sir I want IS code reference for distribution of loads on columns.
Thanks 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)
Thank you 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.
Wall load also need to include the thickness of wall…
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
wall thickness???
Total Slab Area 182.25
How It will Came
Total slab load 128.25
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
daed load of slab 128.25 hoga
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
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Thanks sir