Footing Table

8/16/2019 Footing Table

1/11

TABLE FOR ISOLATED FOOTING

SBC =100KN/m2 Concrete M20 Steel Grae Fe !1"

A#$al

Loa$n KN

S$%e o&

&oot$n'L # B $n

(m)

Lea*t

$men*$on o&

col+mn

$n cm

De,t- o&

Foot$n'In cm

A*t

$ncm2

Re$n&orce

ment $neac-

$rect$on

De.elo,

mentlen't-

D Do

1001.10

x1.1030 20 20 3.1 5 -10 # 40

1501.30

x1.3030 25 20 4.3 6-10 # 50

2001.50

x1.5030 30 20 5.5 8-10 # 60

2501.70

x1.7040 30 20 7.0 9-10 # 65

3001.90 x

1.9040 35 20 8.1 11-10 # 75

350 2.0 x 2.0 40 40 20 8.4 11-10 # 80

4002.10 x

2.1040 40 20 10.9 14 -10 # 85

4502.30

x2.3040 45 20 11.9 16 -10 # 95

5002.40

x2.4040 50 20 12.1 16 -10 # 100

550

2.50x2.5

0 40 50 20 14.7 13 -12 # 105

6002.60x2.6

040 55 20 14.8 14 -12# 110

6502.70x2.7

040 55 20 17.4 16 -12 # 115

7002.80x2.8

040 60 20 17.4 16 -12 # 120

7502.90x2.9

040 65 20 18.8 17 -12 # 125

8003.00x3.0

040 65 20 20.1 18 -10 # 130

8503.10x3.1

050 65 20 22.6 20 -12 # 130

9003.20x3.2

050 65 20 22.3 20 -12 # 135

9503.30x3.3

050 65 20 25.2 13 -16 # 140

1000 3.40x3.4 50 70 20 24.9 13 -16 # 145


2/11

0

10503.40x3.4

050 70 20 28.5 14 -16 # 145

11003.50x3.5

050 70 20 29.6 15 -16 # 150

1200 3.60x3.60

50 80 20 30.2 16 -16 # 160

13003.80x3.8

050 80 20 33.3 17 -16 # 165

14004.00x4.0

050 85 20 35.9 18 -16 # 175

SBC =1"0KN/m2 Concrete M20 Steel Grae Fe !1"

A#$al

Loa

$n KN

S$%e o&

&oot$n'

L # B $n

(m)

Lea*t

$men*

$on o&

col+mn

$n cm

De,t- o&

Foot$n'

In cm

A*t

$ncm2

Re$n&orce

ment $n

eac-

$rect$on

De.elo,

ment

len't-

D Do

1000.90x0.9

030 20 20 2.0 5 -10 # 30

1501.10x1.1

030 25 20 3.0 5-10 # 40

2001.20x1.2

0

30 30 20 3.6 5-10 # 45

2501.40x1.4

040 30 20 4.8 7-10 # 50

3001.50x1.5

040 30 20 6.8 9-10 # 55

3501.60x1.6

040 35 20 7.0 9-10 # 60

400 1.70x1.7 40 35 20 9.3 12 -10 # 65


3/11

0

4501.90x1.9

040 40 20 10.4 14 -10 # 75

5001.90x1.9

040 40 20 11.9 11 -12 # 75

550 2.00x2.00

40 45 20 11.9 11 -12 # 80

6002.10x2.1

040 50 20 12.0 11 -12# 85

6502.20x2.2

040 50 20 14.4 13 -12 # 90

7002.30x2.3

040 55 20 14.5 13 -12 # 95

7502.40x2.4

040 55 20 17.0 16 -12 # 100

8002.50x2.5

040 60 20 17.0 16 -10 # 105

8502.50x2.5

040 60 20 18.4 17 -12 # 105

9002.60x2.6

040 65 20 18.3 17 -12 # 110

9502.70x2.7

040 65 20 21.0 19 -12 # 115

10002.70x2.7

050 60 20 21.7 20 -12 # 110

11002.90x2.9

050 65 20 24.2 13 -16 # 120

1200 3.00x3.00

50 70 20 25.2 13 -16 # 125

13003.10x3.1

050 75 20 26.3 14 -16 # 130

14003.20x3.2

050 75 20 30.5 16 -16 # 135

15003.40x3.4

060 75 20 32.2 17 -16 # 140


4/11

SBC =200KN/m2 Concrete M20 Steel Grae Fe !1"

A#$al

Loa

$n KN

S$%e o&

&oot$n'

L # B $n

(m)

Lea*t

$men*

$on o&

col+mn

$n cm

De,t- o&

Foot$n'

In cm

A*t

$ncm2

Re$n&orce

ment $n

eac-

$rect$on

De.elo,

ment

len't-

D Do

1000.80x0.8

030 20 20 1.5 4-10 # 25

1500.90x0.9

030 25 20 2.0 4-10 # 30

2001.10x1.1

030 30 20 3.1 5-10 # 40

2501..20x1.2

040 30 20 3.5 5-10 # 40

3001.30x1.3

040 30 20 5.0 7-10 # 45

3501.40x1.4

040 35 20 5.4 7-10 # 50

4001.50x1.5

040 35 20 7.2 10 -10 # 55

450 1.60x1.60 40 40 20 7.5 13 -10 # 60

5001.70x1.7

040 40 20 9.6 16 -10 # 65

5501.80x1.8

040 40 20 12.1 16 -10 # 70

6001.90x1.9

040 45 20 12.0 17 -10# 75

6501.90x1.9

040 45 20 13.3 17-10# 75

7002.00x2.0

0

40 50 20 15.9 15-12 # 80

7502.10x2.1

040 50 20 14.5 13 -12 # 85

8002.10x2.1

040 55 20 17.1 16 -12 # 85

8502.30x2.3

050 55 20 17.0 16 -12 # 90

900 2.30x2.6 50 60 20 17.5 16 -12 # 95


5/11

0

9502.30x2.3

050 55 20 20.3 16 -12 # 90

10002.40x2.4

050 55 20 21.2 16 -12 # 95

1100 2.50x2.50

50 60 20 22.2 11 -16 # 100

12002.60x2.6

050 65 20 22.1 11 -16 # 105

13002.70x2.7

050 65 20 26.3 14 -16 # 110

14002.80x2.8

050 70 20 27.1 14 -16 # 115

15002.90x2.9

060 65 20 30.7 16 -16 # 115

16003.00x3.0

060 70 20 31.2 16 -16 # 120

17003.10x3.1

060 70 20 31.8 16 -16 # 125

18003.20x3.2

060 75 20 36.3 19 -16 # 130

19003.30x3.3

060 75 20 36.8 19 -16 # 135

20003.40x3.4

070 80 20 40.6 21 -16 # 135

21003.40x3.4

070 75 20 43.2 22 -16 # 135

2200 3.50x3.50

70 75 20 43.3 22 -16 # 140

23003.50x3.5

070 85 20 43.6 22 -16 # 145

24003.70x3.7

070 85 20 48.5 25 -16 # 150

25003.70x3.7

080 80 20 50.1 25 -16 # 145

SBC =2"0KN/m2 Concrete M20 Steel Grae Fe !1"

A#$al

Loa

$n KN

S$%e o&

&oot$n'

L # B $n

Lea*t

$men*

$on o&

De,t- o&

Foot$n'

In cm

A*t

$n

Re$n&orce

ment $n

eac-

De.elo,

ment

len't-


6/11

(m) col+mn

$n cm

cm2 $rect$on D Do

100 0.70x070 30 20 20 1. 4-10 # 20

1500.80x0.8

030 25 20 1.9 4-10 # 25

200 1.00x1.00

30 30 20 2.9 4-10 # 35

2501.10x1.1

040 30 20 3.3 5-10 # 35

3001.20x1.2

040 30 20 4.2 5-10 # 40

3501.30x1.3

040 35 20 4.6 5-10 # 45

4001.40x1.4

040 35 20 5.2 8 -10 # 50

4501.40x1.4

040 40 20 5.8 8 -10 # 50

5001.50x1.5

040 40 20 7.5 10 -10 # 55

5501.60x1.6

040 45 20 7.8 10 -10 # 60

6001.70x1.7

040 45 20 9.7 13 -10# 65

6501.70x1.7

040 45 20 10.7 14-10# 65

7001.80x1.8

040 50 20 10.9 14-10 # 70

750 1.90x1.90

40 50 20 13.1 17 -10# 75

8001.90x1.9

040 50 20 14.2 13-12 # 75

8502.00x2.0

040 55 20 14,3 13 -12 # 80

9002.00x2.0

040 55 20 15.3 14 -12 # 80

9502.10x2.1

050 55 20 14.7 13 -12 # 80

1000

2.10x2.1

0 50 55 20 15.6 14-12 # 80

11002.20x2.2

050 60 20 16.7 15 -12 # 85

12002.30x2.3

050 60 20 20.1 18 -12 # 90

13002.40x2.4

050 65 20 21.1 19 -12 # 95


7/11

14002.50x2.5

050 65 20 25.0 13 -16 # 100

15002.60x2.6

060 65 20 24.8 13 -16 # 100

16002.70x2.7

0

60 70 20 25.5 13 -16 # 105

17002.80x2.8

060 70 20 29,5 15 -16 # 110

18002.80x2.8

060 75 20 28.3 15 -16 # 110

19002.90x2.9

070 75 20 31.3 16 -16 # 110

20003.00x3.0

070 75 20 31.8 16 -16 # 115

21003.10x3.1

070 75 20 36.0 18 -16 # 120

2200 3.10x3.10

70 80 20 34.4 18 -16 # 120

23003210x3.2

070 80 20 38.6 20 -16 # 125

24003.30x3.3

080 80 20 38.0 19 -16 # 125

25003.40x3.4

080 80 20 42.3 22 -16 # 130

26003.40x3.4

080 85 20 40.4 20 -16 # 130

2700

3.50x3.5

0 80 85 20 44.7 23 -16 # 135

28003.50x3.5

080 85 20 46.7 24 -16 # 135

29003.60x3.6

080 85 20 48.0 23 -16 # 135

30003.70x3.7

080 85 20 50.6 25 -16 # 140

SBC =100KN/m2 Concrete M20 *teel Grae Fe "00

A#$al

Loa$n KN

S$%e o&

&oot$n'L # B $n

(m)

Lea*t

$men*$on o&

col+mn

$n cm

De,t- o&

Foot$n'In cm

A*t

$ncm2

Re$n&orce

ment $neac-

$rect$on

No*

De.elo,

mentlen't-

(cm) D Do

2001.50

x1.5030 30 20 5.57 8 -10 y 60

3001.90

x1.9040 35 20 7.73 10-10 y 75


8/11

4002.10x2.1

040 40 20 9.7 13-10 y 85

5002.40x2.4

040 45 20 11,9 15-10 y 100

6002.60x2,6

0

40 60 20 15.0 14-12 y 110

8003.00x3.0

040 65 20 19.7 18-12 y 130

10003.40x3.4

050 70 20 23.5 16 -16 y 145

12503.70x3.7

050 80 20 30.3 17 -16 y 160

15004.10x4.1

060 80 20 32.9 20-16 y 175

17504.40x4.4

060 90 30 38.4 13 -16 y 190

2000 4.70x4.70

60 100 30 44.3 23-16 y 205

22505.00x5.0

060 110 30 50.5 26 -16 t 220

25005.30x5.3

060 120 30 56.2 27 -16 y 235

27505.50x5.5

070 120 30 58.9 30 -16 y 240

30005.80x5.8

070 125 30 65.2 33 -16 y 255

Note: y denotes Fe 500 TMT bas.

SBC =1"0KN/m2 Concrete M20 Steel Grae Fe "00

A#$al

Loa

$n KN

S$%e o&

&oot$n'

L # B $n

(m)

Lea*t

$men*

$on o&

col+mn

$n cm

De,t- o&

Foot$n'

In cm

A*t

$ncm2

Re$n&orce

ment $n

eac-

$rect$on

No*

De.elo,

ment

len't-

(cm) D Do

2001.30

x1.3030 30 20 5.60 6 -10 y 45

3001.50

x1.50 30 35 20 6.04 8-10 y 55

4001.80x1.8

030 45 20 8.17 11-10 y 65

5002.00x2.0

040 45 20 10.00 13-10 y 75

6002.10x2.1

040 50 20 10.80 14-10 y 85


9/11

8002.50x2.5

040 60 20 14,30 13-12 y 105

10002.80x2.8

050 60 20 18.10 17 -12 y 110

12503.00x3.0

0

50 70 20 20.50 19-12 y 125

15003.40x3.4

060 75 20 25.50 23-12 y 140

17503.60x3.6

060 80 20 31.60 28 -12 y 150

20003.90x3.9

070 90 30 35.70 32-12 y 160

22504.10x4.1

065 100 30 38.50 20 -16 t 170

25004.30x4.3

070 100 30 45.30 23 -16 y 175

2750 4.50x4.50

70 105 30 46.90 24 -16 y 190

30004.70x4.7

070 110 30 52.20 27 -16 y 200


SBC =200KN/m2 Concrete M20 Steel Grae Fe "00

A#$al

Loa

$n KN

S$%e o&

&oot$n'

L # B $n

(m)

Lea*t

$men*

$on o&

col+mn$n cm

De,t- o&

Foot$n'

In cm

A*t

$n

cm2

Re$n&orce

ment $n

eac-

$rect$onNo*

De.elo,

ment

len't-

(cm) D Do

1000,80x0.8

030 20 20 1.5 4 -10 y 25

2001.10x1.1

030 30 20 4.10 6-10 y 40

3001.30x1.3

030 35 20 5.40 7-10 y 45

4001.50x1.5

030 40 20 6.60 9-10 y 55

5001.70x1.7

0 40 40 20 7.60 10-10 y 65

6001.90x1.9

040 45 20 9.10 12-10 y 75

8002.10x2.1

040 60 20 11.7 15-10 y 85

10002.40x2.4

045 60 20 14.8 19 -10 y 95


10/11

12502,60x2.6

045 70 30 18.8 17 -12 y 105

15002.90x2.9

050 75 30 22.70 21-12 y 115

17503.20x3.2

0

50 90 30 25.9 23 -12 y 130

20003.40x3.4

060 90 30 32.9 30-12 y 135

22503.60x3.6

060 90 30 34.70 31 -12 t 145

25003.80x3.8

065 100 30 37.60 19 -16 y 160

27503.90x3.9

065 100 30 41.8 22 -16 y 165

30004.10x4.1

065 105 30 47.0 24 -16 y 175


SBC =2"0KN/m2 Concrete M20 Steel Grae Fe "00

A#$al

Loa

$n KN

S$%e o&

&oot$n'

L # B $n

(m)

Lea*t

$men*

$on o&

col+mn

$n cm

De,t- o&

Foot$n'

In cm

A*t

$ncm2

Re$n&orce

ment $n

eac-

$rect$on

No*

De.elo,

ment

len't-

(cm) D Do

2001.00

x1.0030 30 20 3.9 5-10 y 35

3001.20x1.20

30 30 20 4.6 6-10 y 40

4001.40x1.4

030 35 20 6.5 9-10 y 50

5001.50x1.5

040 40 20 7.6 10-10 y 55

6001.70x1.7

040 45 20 9.4 12-10 y 65

8001.90x1.9

040 50 20 11.4 11-12 y 75

10002.10x2.1

0 45 60 20 13.9 13 -12y 80

12502.40x2.4

045 65 20 17.10 16-12 y 95

15002.60x2.6

045 75 20 20.3 18-12 y 100

17502.80x2.8

050 80 20 23.3 12 -16 y 110


11/11

20003.00x3.0

060 80 20 29.8 15-16 y 115

22503.20x3.2

060 90 30 30.80 16 -16 t 125

25003.40x3.4

0

60 90 30 35.80 18 -16 y 130

27503.50x3.5

065 100 30 37.4 19 -16 y 135

30003.70x3.7

065 100 30 41.4 21 -16 y 140


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