How you will differentiate in field between grade43 and
grade53 catagory cement?
Answer Posted / sidharth
with fineness
| Is This Answer Correct ? | 7 Yes | 11 No |
Post New Answer View All Answers
What is the difference between pvc,cpvc and upvc and where it is used as per their properties?????
How do you compute moisture correction using the parameters gathered from Nuclear Density Gauge Apparatus and the moisture contents results from the lab.?
in a corner footing of a building, column lies in one corner. in this condition i want to know if the reactive pressure of soil will be uniformly distributed throughout the footing or will be uniformly varying as in the case of eccentrical loading.
rate analysis for cement pointing 1:4 , for 100 sq m
what is zone a n zone b?why the spacing of ring in zone a less.n zone b high?
if we know load bearing capacity of the soil and building load falling in each footing, then how to choose the type of foundation??? and if it is shallow foundation then which type of shallow foundation should be choosen i.e either strip or isolated or raft or combined or cantilever footing???????
what are the values of compressieve strenght?
My daily concrete volume of M25 concrete is 1st day= 25 Cum 2nd Day = 45 Cum 3rd Day = 55 Cum 4th Day = 22 Cum 5th Day =72 Cum 7th Day = 49 Cum. What will be acceptance criteria of concrete considering as per is 456 cl.15 and table 11 (cl 16.1 and 16.3).
what is the venturi effect in buildings? what is green house concept?different types of dams? which dam is economical arch dam or gravity dam. what are the conditions favourible to both of them?
importance of the soundness test to determine the quality of cement use for any construction
Pls explain me about tension and compression in a flat slab
why is M25 and Fe 500 assumed to be most economical? i feel it is not.This is because higher grade of concrete and steel has higher lapping length and anchorage length compared to lower grades..
what is the mode of method of face bar measurement
4. Differentiate between NC and OC soils. Draw curves for (i) Stress vs Strain (ii) Volume charge vs Strain (iii) Pore pressure vs Strain for these soils
what is difference between NP2 NP3 NP4 CONCRETE HUME PIPES USED AT SITE