1
GATE CE 2015 Set 2
Numerical
+2
-0
A 588 $$cm^3$$ volume of moist sand weighs 1010 gm. Its dry weight is 918 gm and specific gravity of solids, G is 2.67. Assuming density of water as 1 gm/$$cm^3$$, the void ratio is __________.
Your input ____
2
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+1
-0.3
If the water content of a fully saturated soil mass is 100%, the void ratio of the sample is
A
Less than specific gravity of soil
B
equal to specific gravity of soil
C
greater than specific gravity of soil
D
independent of specific gravity of soil
3
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+2
-0.6
The average surface area of a reservoir in the month of June is 20 km2. In the same month, the average rate of inflow is 10 m3/s, outflow rate is 15 m3/s, monthly rainfall is 10 cm, monthly seepage loss is 1.8 cm and the storage change is 16 million m3. The evaporation (in cm) in that month is
A
46.8
B
136.0
C
13.6
D
23.4
4
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+2
-0.6
In a pre-stressed concrete beam section shown in the figure, the net loss is $$10\% $$ and the final prestressing force applied at $$X$$ is $$750$$ $$kN.$$ The initial fiber stresses (in $$N/m{m^2}$$ ) at the top and bottom of the beam were: GATE CE 2015 Set 2 Reinforced Cement Concrete - Prestressed Concrete Question 9 English
A
$$4.166$$ and $$20.833$$
B
$$-4.166$$ and $$-20.833$$
C
$$4.166$$ and $$-20.833$$
D
$$-4.166$$ and $$20.833$$
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