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)
+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
3
GATE CE 2015 Set 2
Numerical
+2
-0
According to the concept of Limit State Design as per IS 456: 2000, the probability of failure of a structure is __________.
Your input ____
4
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+1
-0.3
A column of size $$450\,mm \times 600\,mm$$ has unsupported length of $$3.0$$ $$m$$ and is braced against side sway in both directions. According to $$IS$$ $$456: 2000,$$ the minimum eccentricities (in $$mm$$) with respect to major and minor principal axes are:
A
$$20.0$$ and $$20.0$$
B
$$26.0$$ and $$21.0$$
C
$$26.0$$ and $$20.0$$
D
$$21.0$$ and $$15.0$$
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