how to calculate 1:2:4 ratio concrete cement, sand, metal
and water please give me brief calculation
Answer Posted / ajmal
2.83 CU.M = 1 UNIT
1 UNIT = 22 BAG CEMENT
1 UNIT = 70 FEET SAND
1 UNIT = 90 FEET METAL
1 UNIT = 200 KG STEEL(NET ONLY)
Is This Answer Correct ? | 20 Yes | 7 No |
Post New Answer View All Answers
I am practising engineer. I am searching for tutorial of RCC T Girder design Example in staad pro.Do anybody has this?please help
Why is the use of granular sub-base in concrete carriageways not preferred, explain?
How do you determine specific gravity of cement?
if dia of slab beam bar is38mm what its clear cover any method of provide clear cover
How do we calculate the power of centrifugal pump?
What is the difference between tor steel and tmt steel?
What are the uses of groynes?
What are the problems one might face while having a Cantilever balcony?
what quantities of work done in terms of sq.mts/day/ of 8hrs for each varpenter (shuttering) and Steel fitter in terms of Tonnes. For slabs, Columns etc.?
5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)
Please Clear My doubt . We Can Design the size of the beam by manually by the Length of the beam...What is the technique adopted
What is gravity flow?
Explain the benefits of using standard terminology in the measurement process?(Tendering and estimation)
How to find out kg per Sft ?
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.