concrete mix design for M 30 Grade
Answers were Sorted based on User's Feedback
Answer / maharshi
grades more than M25 should consists of mix designs so for
M30 grade mix design is necessary
Is This Answer Correct ? | 58 Yes | 15 No |
Answer / tushar patel
AS per IS:456-2000,Concrete grade above M25 has to be
designed mix.for such higher grade W/C ratio,quality of
aggregates,admixtures are equaliy important parameters.So
M30 can never be designed in volumetric batching if
consistent quality control & strength is desired.
Is This Answer Correct ? | 29 Yes | 4 No |
Answer / ramamurthy k l
Mix Design There are two types 1) Nominal mix
2)Design Mix
Nominal mix based in volume nad experience
Proportion 1:1.5:3
Design mix done using IS 10262 Code based on properties of
all ingredients ie sand aggregate water and cement finall
we are going arrive mix proportion in Wt.
Is This Answer Correct ? | 43 Yes | 21 No |
Answer / eleyaraja
cment 390
20.00mm = 650
12.5mm = 450
river sand = 900
water =170
Is This Answer Correct ? | 26 Yes | 14 No |
Answer / soumya
Cement = 7.5 bags ( as per the cement content given 375
kg/m3)
sand content =0.45 m3
aggeregate =0.92 m3
Is This Answer Correct ? | 19 Yes | 19 No |
Answer / ashalatha y
Proportion: 1:1:2
Quantity of Cement= 1440*0.92*2/4
=662.4 Kgs
=13.248 Bags
=13.5 or 14 Bags can be taken
Is This Answer Correct ? | 39 Yes | 70 No |
Answer / deven bhat
1:1:2 is the logical mix design randomly used in mumbai &
costal part of india
cement consumption will be 500 kg for a M3 and water
requirement will be 300 ltrs for M3.
Is This Answer Correct ? | 47 Yes | 86 No |
what is the meaning of 40/20 src
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700
use 1:1.5:3 concrete footing size 9'9" *9'9" and square 12" and also trapezoidal 22" use of 4 columns. calculate how much amount f concrete use. and also tell me the details about course aggregate and fine aggregate and cement bags use .(note; 20mm coures aggregate use)
what ratio of cement and sand we used for making cover
Why we do design mix of concrete when there is nominal method using the IS-Code available ?
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