Refer to Appendix A for tables and equations to be used. Use the CNCI method. You are given the following design parameters for a concrete mix: The compressive strength of the concrete mix must be 40 MPa after 28 days. The cement that is going to be used is a CEM I 52.5 with a relative density of 3.14. The stone available is a 19.0 mm stone with a dry compacted bulk density (CBD) of 1780 kg/m³ and a relative density of 2.24. An average, natural sand with a fineness modulus of 2.45 and a relative density of 2.86 is going to be used for the mix. The slump on site is specified as 75 mm. The concrete is going to be compacted by moderate vibration on site. Calculate and show the amount of water, cement, stone and sand that is needed to make up 1 m³ of concrete mix as specified above. • Cement content (kg/m³ of concrete) = water requirement in liters • Mat=CBD (K-0.1 FM) w:c ratio • Vol = 1000- (MMM) 30 25 20 15 10 5 0 10 15 Taps v/s % water 20 Taps 25 30

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Refer to Appendix A for tables and equations to be used. Use the CNCI method.
water requirementinliters
w:c ratio
• Cement content (kg/m of concrete) =
• Mat = CBD (K – 0.1 FM)
You are given the following design parameters for a concrete mix:
M.
M.
D.
• Vols = 1000 -
The compressive strength of the concrete mix must be 40 MPa after 28 days. The cement
that is going to be used is a CEM I 52.5 with a relative density of 3.14. The stone available
Taps vis % water
30
is a 19.0 mm stone with a dry compacted bulk density (CBD) of 1780 kg/m3 and a relative
density of 2.24. An average, natural sand with a fineness modulus of 2.45 and a relative
25
20
density of 2.86 is going to be used for the mix. The slump on site is specified as 75 mm.
15
The concrete is going to be compacted by moderate vibration on site.
10
5
Calculate and show the amount of water, cement, stone and sand that is needed to make
10
15
20
Тарв
up 1 m3 of concrete mix as specified above.
Transcribed Image Text:Refer to Appendix A for tables and equations to be used. Use the CNCI method. water requirementinliters w:c ratio • Cement content (kg/m of concrete) = • Mat = CBD (K – 0.1 FM) You are given the following design parameters for a concrete mix: M. M. D. • Vols = 1000 - The compressive strength of the concrete mix must be 40 MPa after 28 days. The cement that is going to be used is a CEM I 52.5 with a relative density of 3.14. The stone available Taps vis % water 30 is a 19.0 mm stone with a dry compacted bulk density (CBD) of 1780 kg/m3 and a relative density of 2.24. An average, natural sand with a fineness modulus of 2.45 and a relative 25 20 density of 2.86 is going to be used for the mix. The slump on site is specified as 75 mm. 15 The concrete is going to be compacted by moderate vibration on site. 10 5 Calculate and show the amount of water, cement, stone and sand that is needed to make 10 15 20 Тарв up 1 m3 of concrete mix as specified above.
APPENDIX B
Table 1: w:c ratios for certain cementitious materials:
Water:cement(w:c) ratio
Specified
strength of
mix(28 days.
MPa)
CEM I 32.5 MPa
CEM I 42.5 MPA
CEM I 52.5 MPa
99'0
0.61
0.72
0.82
25
0.67
0.77
0.72
0.67
0.62
35
0.53
0.57
0.5
0.52
0.62
Table 2: water requirement for a concrete mix where 19.0 mm aggregate is used,
and a 75 mm slump is specified:
Water content I/m3
Sand quality
natural
crusher
Very poor
235
240
poor
225
225
average
210
215
205
poob
excellent
195
180
195
Table 3: values of K for determining stone content:
Approxima
te slump
K.
Maximum size of stone. mm
compaction
range. mm
9.5
13.2
19.0
26.5
37.5
Hand
75 - 150
0.75
0.84
0.94
1.05
compaction
Moderate
00'L
00'L
80'L
1.10
25 - 100
0.80
0.80
1.10
vibration
90'L
0 - 25
Heavy vibration
00'L
1.05
1.15
Formula's for calculating the material requirements for a concrete mix design:
Transcribed Image Text:APPENDIX B Table 1: w:c ratios for certain cementitious materials: Water:cement(w:c) ratio Specified strength of mix(28 days. MPa) CEM I 32.5 MPa CEM I 42.5 MPA CEM I 52.5 MPa 99'0 0.61 0.72 0.82 25 0.67 0.77 0.72 0.67 0.62 35 0.53 0.57 0.5 0.52 0.62 Table 2: water requirement for a concrete mix where 19.0 mm aggregate is used, and a 75 mm slump is specified: Water content I/m3 Sand quality natural crusher Very poor 235 240 poor 225 225 average 210 215 205 poob excellent 195 180 195 Table 3: values of K for determining stone content: Approxima te slump K. Maximum size of stone. mm compaction range. mm 9.5 13.2 19.0 26.5 37.5 Hand 75 - 150 0.75 0.84 0.94 1.05 compaction Moderate 00'L 00'L 80'L 1.10 25 - 100 0.80 0.80 1.10 vibration 90'L 0 - 25 Heavy vibration 00'L 1.05 1.15 Formula's for calculating the material requirements for a concrete mix design:
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