1
GATE CE 2011
MCQ (Single Correct Answer)
+1
-0.3
For a body completely submerged in a fluid, the centre of gravity (G) and centre of Buoyancy (O) are known. The body is considered to be in stable equilibrium is
A
O does not coincide with the centre of mass of the displaced fluid
B
G coincides with the centre of mass of the displaced fluid
C
O lies below G
D
O lies above G
2
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
Consider a bar of diameter $$'D'$$ embedded in a large concrete block as shown in the adjoining figure, with a pull out force $$P$$ being applied. Let $${\sigma _b}$$ and $${\sigma _{st}},$$ be the bond strength (between the bar and concrete) and the tensile strength of the bar, respectively. If the block is held in position and it is assumed that the material of the block does not fail, which of the following options represents the maximum value of $$P?$$ GATE CE 2011 Reinforced Cement Concrete - Bond Question 2 English
A
Maximum of $$\left( {{\pi \over 4}{D^2}{\sigma _b}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{st}}} \right)$$
B
Maximum of $$\left( {{\pi \over 4}{D^2}\,{\sigma _{st}}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{b}}} \right)$$
C
Maximum of $$\left( {{\pi \over 4}{D^2}\,{\sigma _{st}}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{b}}} \right)$$
D
Maximum of $$\left( {{\pi \over 4}{D^2}{\sigma _b}} \right)$$ and $$\left( {\pi \,DL\,{\sigma _{st}}} \right)$$
3
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
Consider two $$RCC$$ beams, $$P$$ and $$Q$$, each having the section $$400$$ $$mm$$ $$ \times \,\,750\,\,mm$$ (effective depth, $$d=750$$ $$mm$$) made with concrete having a $${\tau _{c\max }} = 2.1\,\,N/m{m^2}.$$ For the reinforcement provided and the grade of concrete used, it may be assumed that the $$\,{\tau _c} = 0.75\,\,N/m{m^2}.$$ The design shear in beam $$P$$ is $$400$$ $$kN$$ and in beam $$Q$$ is $$750$$ $$kN.$$ Considering the provisions of $$IS$$ $$456$$-$$2000.$$

Which of the following statements is TRUE?

A
Shear reinforcement should be designed for $$175$$ $$kN$$ for beam $$P$$ and the section for beam $$Q$$ should be revised.
B
Nominal shear reinforcement is required for beam $$P$$ and the shear reinforcement should be designed for $$120$$ $$kN$$ for beam $$Q.$$
C
Shear reinforcement should be designed for $$175$$ $$kN$$ for beam $$P$$ and the shear reinforcement should be designed for $$525$$ $$kN$$ for beam $$Q.$$
D
The sections for both beams $$P$$ and $$Q$$ need to be revised.
4
GATE CE 2011
MCQ (Single Correct Answer)
+1
-0.3
The cross-section of a thermo-mechanically treated (TMT) reinforcing bar has
A
Soft ferrite-pearlite throughout.
B
Hard martensite throughout
C
A soft ferrite-pearlite core with a hard martensitic rim.
D
A hard martensitic core with a soft pearlite-bainitic rim.
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