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12 S cH E 0 U L E 0 F REINFORCEMENT

10 1200 1~ -4000 7,66 61 4111.!1 2114-' 12 200 1700 50()o) 15350 61 ~- ~2.7 10 200 2070 5teo 82115 fit 20 200 ~~ 3850 7081 124 878.1 12165.5 20 200 1700 -4030 8261 124 1024.4 25211.3 20 200 17eo 60-40 9531 124

12 200 2800 - 2800 61 1170.8,151.6 12 200 2800 - 2800 81 170.8 151.8 12 200 2800 2~ 151

115 200 -400 5700 6445 61 3113.1 620.5 16 200 "~ 7-400 8245 e1 ~2.s 783.8 16 200 '20 80eo 19~ 61

12 175 3850 800 -4988 136 1188.4 611.1 12 ~~ 4030 ~~ 11918 162 I

1120.7 885.0 12 150 11040 2430 8808 162

16 200 2eo 4900 5365 61 327.3 516.5 Ui 200 2eo liOOO ~ 111 l33.4 ,21.2 20 200 320 51eo 5731 61

8 200 2800 - 2e0o eo t 611.0 166.3 8 200 2800 - 2800 eo 1611.0 66.3 12 200 2800 - 2800 eo

10 200 1300 -4900 7466 61 455.4 2eo.e 16 200 1630 11000 ~ 61 500.5 780.0 12 200 11170 51eo 9058 61

10 200 200 1314 1156 122 203.4 125.4 10 200 200 1427 1780 122 217.21133.11 10 200 1200 1597 18~ 122 10 200 200 1365 175C 122 213-' 131.7 10 200 200 1526 1!182 122 230.!1 142.3 12 200 200 1736 2087 .122

10 200 275 11800 12416 40 [486.6 306.2 10 200 2VO t 1100 124-46 40 10 200 1310 I

1100 12486 40

12 21)0 2~ 11800 12350 40 1404.4 : ~36.8 12 200 275 11VOO 12408 40 . 406.4 440.7 310 I 1800 124711 411 12 175 I

12 200 . ~ 11i00 12358 30 370.8 320.2 12 200 275 11100 12408 40 486.4 440.7 12 200 315 11800 12488 50

10 - teo 11800 121115 12 146.2 eo.2 10 leo 11100, 12186 12 1415.2 80.2 10 - teo 11900 12116 12

10 200 ~ 11800 12366 12 1411.4 81.5 10 200 275 11100 124115 215 347.1!; 214.3 10 200 310 1800 124116 44 I

l ;

12 - 11100 - 11000 10 119.0 105.7 12 - 11800 - 11VOO 1C Itt.:' 105.7 12 - 11000 - 11100 10

12 200 1006 1348 2J5- 122 2117.2 255.0 .l 2':.'0 1006 1418 2425 122 205.6 262.6 12 200 ~051 -1532 2583 122 I

10 teo 11800 12185 4 411.7 30.1 10 - 160 11100 12186 4 I 411.7 I 30.1 10 - ISO 111'00 12185 4 10 1eo 11m 121116 8 87.!1 eo.1 10 - 160 11100 121Be 8 17.!1 eo.1 10 - teo 11VOO 121M 8

10 150 1100 1556 420 78 13211.1 202.3 10 150 1100 1558 4207 102 420.1 264.6 10 ~~ 1100 1558 4207 122

565.2,346.5

1181 .9!2914.7 i

170.8 1151.E I

605.6 1157.5

4211.8 1266.8

3-49.8 862.2

1611.0 140.2

552.& 490.6

237.8 146.15

255.8 227.;

i 12 200 11420

20 200

I 1612~

I j2020 I I

LN< r""" '

111 200 I 470 I I

12,175 13970

I 16 ~00 1260

6040! Be311 I 61 I 538.2,478.7 i I ' ,--3970 ! 794t t24 1 os4.7 ~428.5 ! I ! 1

- ! ~!00 61 1213.51 :!:!7.C 6640 : 7525

! '

nol50711 I i I

6040 16505 '

I

- ! 3500

I ! 51 1459.0 i 724.5

136 1700.8 1622..2

61 JiU 626.3

60 1210.0 186.4

1528.8 836.2

10 200 1200 ~~ l 1836 I 122 1224.1 136.1 10 200 200

I 1583! 1948

I I

122 j 237.7l146.6 488.4 307.e 10 l2oo j m 11800 ~ 2466 I I i I 50 I 823.3 364.3

50 1621.4 I 551.7 I !

624.4 554.4 12 200 1565.5 2115 111100 12420 372.~ 331.0

146.2 00.2

540.4 336.7

118.0 105.7

J15.1 2711.7

411.7 30.1

t7.S eo.1

513.2 316.4

10 200 I 2115 11800 12436 12 12 11900

12 200 I

144712453 122

10 - 1160 111100 12166

10 -

10 150

160 11900! 12186 I I I

1100 15~: ~207

8

02

57.4

1411.2 02.0

119.C 105.7

12119.3 285.7

117.5 60.1

367.0 236.e @ Wl(i:' t-~------~~-------r--~--4---4---+---+---+---~~~~~~~~--~----4---+---+--~--~--~--~--4---4---+---+---+---~--~--:-- ,---4---+---~~

- 1160 6640 l ~ns lol1.._[ --:-:::--....... ~' lol2

Iotti TOTAL STEEL (Kge) TOTAL CONCRETE (cum)

10 -

10 250

1eo 5700 5986 20 118.7 7.3.8 10 - 1eo 7-400 711811 20

250 11000 123615 24 206.!1 1153.0 10 :z.v- 27S 11000 12416 36

7120 liM

114

153.7 04.8 10 - teo 8860 02~ 20 184.8 114.0 10 20 136.5 85.4

447.0 275.& 10 200 31S 11100 t:OAIIS ~ &24.8 365.2 10 220 2115 11900 12436 211 3415.2 214.7

10607 104 142

NOTES: I ORG.NO. so /1 08 (SHEEr 3 CF I)

1. fOR AU. NOTES REFER. ORG. NO. S0/108 (SHEET 2 OF 6)

BENPING Of BARS

BEND WITH CLOSE HOOKS

BEND AT RIGHT ANGL

----~-- "' .. .

::t

"

BEND AT ANGlE OF 45

_ __::IA::.:1..:..+0,.:::2m"---

L__~ .. ~ ' .;..--- .> ~~/

/ BEND AT ANGL OF 135'

W2

--~

_j_

LfGENQ SHOWS OIA. OF BAR

GOVERNMENT OF INDIA MINJSTRY OF S~~FACE TPANSPORT

lROADS WINGJ , NEW DELHI. STANDARD DRAWINGS FOR BOX CELL STRUCTURES

SINGlE CEU. R.C.C BOX CULVERTS 2m x 2m TO 8m x7m (WITHOUT EARTH CUSHION)

BAR BENmNG SCHEDULE

U . .-L-_ {U.I:HOSH) a:s (I) llO

CHECKED ElY

~ ( IL C. T .A.'X>H)

TCP\.

~B'(fOR 1 9 9 9 ~~ ORC.NO.

(C.C.BH.I.TT.IOW!YA) SD I 1 08 C.( (11) SI:A IIOST (SiiEET' J Of' 6}