1)What is Suggested type of cement for concreting at water,
for mass concreting and where the chaces of gettin attucked
2)How many types of camber?
3)why we always preffer short column in case of residential
4) Is there any advantages between the use of One way slab
& two way slab?
5)What shoul be the % of steel for R. C. C. perpose based
on volume & area ?