Safe
Content
Design of Footings Direction-1 Bottom bars Required reinforcement = Required exural Reinforcement = Dia. =
0.625
1.2
inc.2%ft
1.2
inc.2%ft
Using Bar No.
No of Bars req.
inc
!acing of Bars
Direction-2 Bottom bars Required reinforcement =
1.0"#$ inc.2%ft
Required exural Reinforcement = Dia. =
0.#5
1.1
inc2%ft
Using Bar No.
No of Bars req.
inc
!acing of Bars
Minimum Reinforcement 10
&'ic(ness of footing la) = *in Reinforcement = 0.001$. ) .' = Using +
5
0.216
,
1#
+ +
5
inc inc.2%ft
inc' c%c
RESULTS Direction-1 Di D irection-2
6
, ,
/
(SAFE)
5
= =
rea of one )ar =
/
6
= =
inc.2
0.//
inc.2
0.1
inc.2
inc' c%c
rea of one )ar =
/
inc' c%c
rea of one )ar =
inc! c"c inc! c"c
0.1
