Interested to Buy Any Domain ? << Click Here >> for more details...
why you considers yourself suitable for the post of site
engineer
- 5 Answers
- 14761 Views
- Consultancy, Nalco, Ritspin Synthetics, I also Faced
- E-Mail Answers
Answer Posted / satish nirmal
site engineer is a monitor of all team member who will work under him and think i can handle very efficiently, as have a passion also to execute the construction work very properly. i like to play a vital role for doing coordination with consultant and architect.
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
HDPE pipe standard bends using for TSE irrigation? is it possible to use 30 degree?
What is the mix propotion of M10,M15,M20,M25,M30,M40,M50.M60 cement content,aggrigate,sand and water ratio.
What is the difference between chamfer and fillet?
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
how much deduction will be in 32 mm dia HYSD steel bar for 45 and 90 degree bend
What are the composition of a landfill?
What year was the keystone power plant in Indiana County constructed?
what is the metal ratio in granular subbase coarse for one cum ? And please explain the morth table ...what is the difference between grading 1 , 2, 3 what it means..plz explain
How to plan a project
give me the rate analysis for Bituminous Macadam and SDBC
which method is used in semi-rigid connection design??
2. In a container filled with each of the following materials, at a porosity of 40%, determine the upward gradient required to cause the quick condition (a) Lead shot with a G = 13.75; (b) Fibre beads with G = 2.15; (c) Sand with a G = 2.32
Why do we not deduct steel volume to find actual volume of concrete in practical as we have studied that,,, actual volume of concrete = volume of column- volume of steel pls explain with reference of IS code?????
B.M DIAGRAMS & S.F DIAGRAMS OF CONTINOUS BEAMS
what is called Bulk Density of aggregate?
