1
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 ______ $$kN$$-$$m.$$
2
GATE CE 2015 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Consider the singly reinforced beam shown in the figure below:

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
3
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 _________________.

4
GATE CE 2015 Set 1
Numerical
+2
-0
A bracket plate connected to a column flange transmits a load of $$100$$ $$kN$$ as shown in the following figure. The maximum force for which the bolts should be designed is _______ $$kN$$
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