1
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 _____.
Your input ____
2
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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3
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 ______________
Your input ____
4
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+1
-0.3
In shear design of an $$RC$$ beam, other than the allowable shear strength of concrete $$\left( {{\tau _c}} \right),$$there is also an additional check suggested in $$IS$$ $$456$$-$$2000$$ with respect to the maximum permissible shear stress $$\left( {{\tau _{c\,\,\max }}} \right).$$ The check for $${{\tau _{c\,\,\max }}}$$ is required to take care of
A
additional shear resistance from reinforcing steel
B
additional shear stress that comes from accidental loading
C
possibility of failure of concrete by diagonal tension v
D
possibility of crushing of concrete by diagonal compression
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