E Prepa INDICATES USER DEFINED 0ALUES INDICATES FINAL 0ALUES Grade *- C*"'re1e
40
N*#!"a% S!3e *C*ar&e Area1e
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
Ce'/ aa!"&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%% !" Area1e
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$ Sa (E#a!% ID: &'"#y
Spe'!<' Gra=!1y Ce#e"1
3.15
C*ar&e Area1e
F!"e Area1e
4*"e *- F!"e Area1e
2.74 2.74
%
I 0.44 0.6 0.69
S1ep: ; G!=e" W>C Ra1!*
Wa1er Ce#e"1 Ra1!* 0.4
M!"$ A%%*@a.%e W>C Ra1!*
0.35
F!"a% W>C Ra1!*
S1ep: ?
C*ar&e>T*1a% Area1e Ra1!*
4*"e %
CA>TA
0.38
S!3e 10
0.44
Fra'1!*" 0 .4 4
C*rre'1!*"
C*rre'1ed 0a%,e *- CA>TA
0.02
0.46
C*rre'1!*" -*r P%a'!"
0.414
F!"a% 0a%,e *CA>TA
0.414
F!"a% 0a%,e *FA>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$?
!/" 0.38
1
0 .0 2
50 6
E Prepa INDICATES USER DEFINED 0ALUES INDICATES FINAL 0ALUES Grade *- C*"'re1e
40
N*#!"a% S!3e *C*ar&e Area1e
20
mm
M!"$ 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
Ce'/ aa!"&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%% !" Area1e
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$ Sa (E#a!% ID: &'"#y
Spe'!<' Gra=!1y Ce#e"1
3.15
C*ar&e Area1e F!"e Area1e
2.74 2.74
F%y A&
1.2
4*"e *- F!"e Area1e
%
I 0.44 0.6 0.69
S1ep: ; G!=e" W>C Ra1!*
Wa1er Ce#e"1 Ra1!* 0.45
M!"$ A%%*@a.%e W>C Ra1!*
0.4
F!"a% W>C Ra1!*
0.4
S1ep: ?
4*"e
C*ar&e>T*1a% Area1e Ra1!*
S!3e
Fra'1!*"
%
20
CA>TA
0.6
C*rre'1!*"
C*rre'1ed 0a%,e *- CA>TA
0.02
0.62
C*rre'1!*" -*r P%a'!"
0.558
F!"a% 0a%,e *CA>TA
0.558
F!"a% 0a%,e *FA>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
