1
GATE CE 2016 Set 1
Numerical
+2
-0
A sector gate is provided on a spillway as shown in the figure. Assuming g = 10 m/s2, the resultant force per meter length (expressed in kN/m) on the gate will be __________ GATE CE 2016 Set 1 Fluid Mechanics and Hydraulic Machines - Fluid Statics Question 5 English
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2
GATE CE 2016 Set 1
Numerical
+2
-0
The porosity (n) and the degree of saturation (S) of a soil sample are 0.7 and 40%, respectively. In a 100 $$m^3$$ volume of the soil, the volume (expressed in $$m^3$$) of air is _____.
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3
GATE CE 2016 Set 1
Numerical
+2
-0
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as 10$$kN/m^3$$ and unit weight of concrete as 24$$kN/m^3$$, the uplift force per unit length of the dam (expressed in kN/m) at PQ is____. GATE CE 2016 Set 1 Irrigation - Gravity Dams and Spillways Question 5 English
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4
GATE CE 2016 Set 1
Numerical
+2
-0
For $$M25$$ concrete with creep coefficient of $$1.5,$$ the long-term static modulus of elasticity (expressed in $$MPa$$) as per provisions of $$IS:$$ $$456-2000$$ is ______________
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