Is 10262 (2009) Excel Sheet

E Prepa INDICATES USER DEFINED 0ALUES INDICATES FINAL 0ALUES Grade *- C*"'re1e

40

N*#!"a% S!3e *C*ar&e Area1e

10

mm

M!"$ Ce#e"1 C*"1e"1

30 0

kg/m3

Ma2$ Wa1er Ce#e"1 Ra1!*

0.4

W*r/a.!%!1y (##) Me1*d *- P%a'!" Ma2$ Ce#e"1 C*"1e"1   Ad#!21,re S,perp%a&1!'!3er Wa1er Red,'1!*" (!" 8)

N*#!"a% S!3e

 

10 0 Pump

mm kg/m3

Superplasticizer 29

4*"e I0 0.5 0 .6 6 0 .7 5

III 0 .4 8 0 .6 4 0 .7 3

-'/6

48.25

N/mm2

S1ep: 7

Wa1er C*"1e"1

Max. !ater "#$te$t

20 8

10 20 40

S1ep:5

C*rre'1!*" 5: F*r S%,#p

220.48

II 0.46 0.62 0.71

C*rre'1!*" ;: F*r ad#!21,re

156.5408

kg/m3

F!"a% Wa1er C*"1e"1:

156.5408

kg/m3

S1ep: 9 Ce#e"1 C*"1e"1:

Ce#e"1 C*"1e"1  

Ce'/ aa!"&1 #a2$ Ce#e"1 C*"1e"1: F!"a% Ce#e"1 C*"1e"1:

S1ep :

411.95 41

kg/m3

0

kg/m3

4 1 1 .9 5

kg/m3

Pr*p*r1!*"!" 1 m3

0*%$ *- C*"'re1e 0*%$ *- Ce#e"1

 

0.1308 0.1308 m3

0*%$ *- Wa1er

 

0.1 0.1565 565 m3

Ma&& *- Ad#!21,re

 

8.239 8.2390 0 kg

0*%$ *- Ad#!21,re&

 

0.0 0.0072 072 m3

0*%$ *- A%% !" Area1e

0.7055 0.7055 m3

 

Ma&& *- CA Ma&& *- FA

 

800.274 800.2749 9 kg 1132.756 1132.7562 2 kg

XCEL SHEET FOR INDIAN STANDARD CONCRETE ed By: C!"#ay R$ Sa (E#a!% ID: &'"#y

Spe'!TA

0.586

U"!1 We!1 *C*"'re1e

2501.53 2501.53 kg/m3

FINAL PROPORTION PROPORTION

C:S:A

1 & 2.75 & 1.95

 MIX DESIGN (WITHOUT FLY ASH) #a!%$'*#)$ +!"d%y #a!% y*,r -eed.a'/ 

Ta.%e 5: S1a"dard De=!a1!*" S1re"1

S1d$ De=

10 3.5 15 20 25

4

30 35 40

5

45 50 55

THE USER SHOULD INPUT THE 0ALUE IF IT IS OTHER THAN THE MIN$ ALLOWABLE W>C RATIO$ DO NOT GO BELOW $7

Ma2$ Wa1er C*"1e"1 N*#$ S!3e

Wa1er C*"1e"1 (/>#7)

10

2 08

20

1 86

40

1 65

A 5$?

!/" 0.38

1

0 .0 2

50 6

E Prepa INDICATES USER DEFINED 0ALUES INDICATES FINAL 0ALUES Grade *- C*"'re1e

40

N*#!"a% S!3e *C*ar&e Area1e

20

mm

M!"$ Ce#e"1 C*"1e"1

32 0

kg/m3

Ma2$ Wa1er Ce#e"1 Ra1!*

0.45

W*r/a.!%!1y (##) Me1*d *- P%a'!" Ma2$ Ce#e"1 C*"1e"1   Ad#!21,re

 

10 0 Pump

kg/m3 Superplasticizer

S,perp%a&1!'!3er Wa1er Red,'1!*" (!" 8)

29

F%y A& C*"1e"1 (8)

30

N*#!"a% S!3e

mm

4*"e I0 0.5 0 .6 6 0 .7 5

III 0 .4 8 0 .6 4 0 .7 3

-'/6

48.25

N/mm2

S1ep: 7

Wa1er C*"1e"1

Max. !ater "#$te$t

18 6

10 20 40

S1ep:5

II 0.46 0.62 0.71

C*rre'1!*" 5: F*r S%,#p

197.16

C*rre'1!*" ;: F*r ad#!21,re

139.9836

kg/m3

F!"a% Wa1er C*"1e"1:

139.9836

kg/m3

S1ep: 9 Ce#e"1 C*"1e"1:

Ce#e"1 C*"1e"1  

Ce'/ aa!"&1 #a2$ Ce#e"1 C*"1e"1: F!"a% Ce#e"1 C*"1e"1 (!- "* F%y A&):

349.959 34

kg/m3

0

kg/m3

349.959

kg/m3

384.955

kg/m3

F%y A& Ca%',%a1!*" Ce#e"1!1!*,& C*"1e"1 Ne@ W>C Ra1!*

 

0.37

F%y A& C*"1e"1

1 1 5 .4 9

kg/m3

Ce#e"1 C*"1e"1

234.469

kg/m3

F!"a% F%y A& C*"1e"1

1 1 5 .4 9

kg/m3

F!"a% Ce#e"1 C*"1e"1

234.469

kg/m3

S1ep :

Pr*p*r1!*"!" 1 m3

0*%$ *- C*"'re1e 0*%$ *- Ce#e"1

 

0.1111 0.1111 m3

0*%$ *- Wa1er

 

0.1 0.1400 400 m3

 

0*%$ *- F%y A&

0.1 0.1000 000 m3

Ma&& *- Ad#!21,re

 

6.999 6.9992 2 kg

0*%$ *- Ad#!21,re&

 

0.0 0.0061 061 m3

0*%$ *- A%% !" Area1e

0.6428 0.6428 m3

Ma&& *- CA

 

982.798 982.7982 2 kg

Ma&& *- FA

 

778.488 778.4889 9 kg

XCEL SHEET FOR INDIAN STANDARD CONCRETE ed By: C!"#ay R$ Sa (E#a!% ID: &'"#y

Spe'!TA

0.442

0.6

U"!1 We!1 *C*"'re1e

2251.23 2251.23 kg/m3

FINAL PROPORTION PROPORTION

C:S:A

5:;$;7:;$5

 MIX DESIGN (WITHOUT FLY ASH) #a!%$'*#)$ +!"d%y #a!% y*,r -eed.a'/ 

Ta.%e 5: S1a"dard De=!a1!*" S1re"1

S1d$ De=

10 3.5 15 20 25

4

30 35 40

5

45 50 55

THE USER SHOULD INPUT THE 0ALUE IF IT IS OTHER THAN THE MIN$ ALLOWABLE W>C RATIO$ DO NOT GO BELOW $7

Ma2$ Wa1er C*"1e"1 N*#$ S!3e

Wa1er C*"1e"1 (/>#7)

10

2 08

20

1 86

40

1 65