Isolated Column Footing modeling , analysis and design in ETABS | (Bengalie)

In this video, I have shown how to design isolated column footing in Etabs.
Result is verified by book's result.
Reference Book :
Design of Concrete Structures by Arthur H. Nilson.
EXAMPLE 15.2 Design of a square footing. A column 18 in. square, with f'c= 4 ksi, reinforced with eight
No. 8 (No. 25) bars of fy = 60 ksi, supports a dead load of 225 kips and a live load of 175 kips. The soil (fill) has a unit weight of 100 pcf. The allowable soil pressure qa is 5 kips/ft 2 . Design a square footing with base 5 ft below grade, using f'c= 4 ksi and fy = 60 ksi.

[@mehedihasanasif6958]

Thanks for the tutorial.
Amra etabs e pilecap, mat or footing design er khetre column joint ki always “none” apply korbo? And keno eta korbo jodi ektu bolten

[@Kallal-yn3vh]

Good