Interested to Buy Any Domain ? << Click Here >> for more details...
Method of findingthe dry ingredient quantity of 1 m3
concrete.
- 25 Answers
- 196978 Views
- Annai Infra Developers, GKC Projects Limited GKCPL, IRE, L&T, Mahle Filter Systems, NCC, PNRD, Rama, RCC, Shivani Agriculture, Sobha Developers, Suraj Constructions, TCL, I also Faced
- E-Mail Answers
Answer Posted / sanjay rana
Divide the sum of ratio of any mix to dry cofficient eg.
1:1.5: 3= 1+1.5+3= 5.5, 1.54/5.5*3 you can find c.a.
| Is This Answer Correct ? | 69 Yes | 52 No |
Post New Answer View All Answers
what is shuttering co efficient?
what is meaning of inverted beam.is it way to provide double mat in slab one at bottom and another at topif we go for provision of inverted beam. shall we construct structure with out plinth beam for us we have to construct small bus shelter
How much percentage of brick bats allowed in CD-75 bricks
what is education Cess.
How much cement and water required for cement selery????
which red: used in roof teping, then use only cement
Dear Sir I Mahesh C. Bhamre have already given a Exam for Superintendent Officer / Public relation Officer Exam Dharmday Aaukta held at Nashik on Date 29/08/2010. My seat no was 5040247. and my cell no is 9822677994. and my mail Id is - mahesh.bhamre@rediffmail.com So can you pl send me details of result of respective exams. Thanking you in Anticipation.
Process of pcc in wateredug
why we provide bent up reinforcement bars at l/4 ? if it is because of diagonal shear , how does it acts ?
Wat is meant by Aecron brick?
I am doing a engineering contract with GOI. I have purchased certain material from outside Maharashtra and paid CST on that material @ 5.25%. Please intimate whether I will be liable for VAT or VAT on works contract or not.
what is polity
1.Why we are preferring 43 grade cement than 53 grade cement. 2. Approximate cost difference between 43 and 53 grade cement. Thanks.
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.
Describe the role of independent Quantity surveyor?
