WHAR IS DIFFERENCE BETWEEN NOMINAL MIX & DESIGN MIX IN
DETAIL
Answer Posted / busireddyravi
Simply Nominal Mix is by Volume and Design Mix is By
Weight. In nominal mix We use (Cement : Fine Aggregate :
Coarse aggregate)ingredients like 1:2:3,1:2.5:4 ,here
Strenght may not be fixed it may varies, where as in Desing
the strenth may not vary much it is fixed, like after 28
days for M30 st is 30Kn/Sq.mm.
| Is This Answer Correct ? | 23 Yes | 5 No |
Post New Answer View All Answers
What is Critical path in Ms-Project ?
What is the life of anaerobic Digester if it is used for municipal solid waste digetion.
whats is difference between anchorage length and development length
3. What are the disadvantages of your present job, things you do not like about it?
As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
I have an span length 16 ft c/c
what is the difference between natural draught cooling tower and induced draught cooling tower
whou haat goals do you have in your career
can stub column take the load as main column
how to calculate the scour depth
what is the Purpose of Adding 20% of wet mortar & 1/3rd to Dry Mortar for PCC & Plastering & Rcc .is there any standard method for adding this .?
What is thumb rule in quality and quantity estimation of a Residential building??
What is the frequency of sampling for the materials of cement,Fine aggregate, Coarse aggregate .and refer which code
Give me an example of a time when something you tried to accomplish and failed.
How to calculate the cement consumption in RR Masonry in CM 1:8 for the foundation of Ground Level Reservoir