In: Civil Engineering
Ex if std no: 1abcde, 161667 (a=6, b=1, c=6, d=6,
e=7)
In my case std 174702
Q1) Design a concrete mix by using ACI Method of Mix Design having
28-day characteristic mean strength of 2a MPa for a deck of a
residential building at Nebraska. Dry weather and gradually warming
temperatures may be expected throughout the working week. Fresh
concrete composed of a slump of 90 mm and maximum aggregate size of
25 mm. Determine the amount of water reducing admixture to be used
for 0.2b % and 0.c5 %. Deck is a flat surface capable of supporting
weight, similar to a floor, but typically constructed outdoors,
often elevated from the ground, and usually connected to a
building. Decks that need piers or footings must have them
installed below the frost line. This will keep the piers from
heaving up out of the ground from the strength of the freeze.
Reinforcing steel will help keep the piers from cracking. The
freeze or frost line is the depth to which the soil freezes or has
been known to freeze at some point in the past. It is absolutely
critical that the foundations of buildings extend below this point
in a soil profile. Except for a few arid locations, soils typically
contain water and this water expands approximately nine percent in
volume when it freezes. The frost line depth is not consistent
around the nation because there is such a dramatic difference in
climate from state to state. Deck is composed of 2.5 cm
reinforcement and there is no need for piers. The material
properties are as follows:
For Coarse aggregate: SSD bulk specific gravity: 2.75, absorption
capacity = 1.5 %, total moisture: 2.5 %, Dry-rodded unit weight:
15de kg/m3.
For Fine aggregate: SSD bulk specific gravity: 2.65, absorption
capacity = 1.0 %, surface moisture: 3 %, F.M: 2.6.
Cement: Type V, Sp.Gravity: 3.23
Probability constant: 1.22 and standard deviation: 2 MPa