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1)What is Suggested type of cement for concreting at water,
for mass concreting and where the chaces of gettin attucked
by salt?
2)How many types of camber?
3)why we always preffer short column in case of residential
building?
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 ?
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Answer Posted / sujeeth
1) Generally for concreting under water we use concrete of
grade M20 or above and use plasticizers which reduce the
setting time and most imptly concrete shud not be released
from a height above 1 to 1.5 meter.
4) In one way slab, reinforcement is designed in such a way
that load is taken only by main steel and the purpose of
distributed steel is only to keep mail steel in position.
Whereas in two way slab, steel design is made suchthat load
is distributed over sntire reinforcement.
5) %age of steel by area in RCC beams and columns must
be < 4% and exact % depends on design of the structure.
P.S : Post questions 1 by 1 so that ppl can mark write and
wrong ans differently
| Is This Answer Correct ? | 21 Yes | 6 No |
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