1
GATE CE 2015 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The two columns below show some parameters and their possible values.
Parameters Value
P-Gross Command Area I-100 hectares/cumec
Q-Permanent Wilting Point II-6℃
R-Duty of canal water III-1000 hectares
S-Delta of wheat IV-1000 cm
V-40 cm
VI-0.12
Which of the following options matches the parameters and the values correctly?
A
P-I, Q-II, R-III, S-IV
B
P-III, Q-VI, R-I, S-V
C
P-I, Q-V, R-VI, S-II
D
P-III, Q-II, R-V, S-IV
2
GATE CE 2015 Set 1
Numerical
+1
-0
The development length of a deformed reinforcement bar can be expressed as $$\left( {1/k} \right)\left( {\phi {\sigma _s}/{\tau _{bd}}} \right).$$

From the $$IS:$$ $$456$$-$$2000,$$ the value of $$k$$ can be calculated as _________________.

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3
GATE CE 2015 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Consider the singly reinforced beam shown in the figure below: GATE CE 2015 Set 1 Reinforced Cement Concrete - Singly Reinforced Sections Question 7 English

At cross-section $$XX,$$ which of the following statements is TRUE at the limit state?

A
The variation of stress is linear and that of strain is non-linear
B
The variation of strain is linear and that of stress is non-linear
C
The variation of both stress and strain is linear
D
The variation of both stress and strain is non-linear
4
GATE CE 2015 Set 1
Numerical
+2
-0
Consider the singly reinforced beam section given below (left figure). The stress block parameters for the cross-section from $$IS:$$ $$456$$ - $$2000$$ are also given below (right figure). The moment of resistance for the given section by the limit state method is ______ $$kN$$-$$m.$$ GATE CE 2015 Set 1 Reinforced Cement Concrete - Singly Reinforced Sections Question 9 English
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