1
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 $$\left( {\pi \,DL\,{\sigma _{st}}} \right)$$
2
GATE CE 2011
MCQ (Single Correct Answer)
+1
-0.3
For the fillet weld of size $$'S'$$ shown in the adjoining figure the effective throat thickness is GATE CE 2011 Steel Structures - Welded Connections Question 2 English
A
$$0.61$$ $$S$$
B
$$0.65$$ $$S$$
C
$$0.70$$ $$S$$
D
$$0.75$$ $$S$$
3
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
The adjoining figure shows a schematic representation of a steel plate girder to be used as a simply supported beam with a concentrated load. For stiffeners, $$PQ$$ (running along the beam axis) and $$RS$$ (running between the top and bottom flanges) which of the following pairs of statements will be TRUE? GATE CE 2011 Steel Structures - Plate Girder Question 2 English
A
$$(i)$$$$\,\,\,\,$$ $$RS$$ should be provided under the concentrated load only
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be placed in the tension side of the flange.
B
$$(i)$$$$\,\,\,\,$$ $$RS$$ helps to prevent local buckling of the web.
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be placed in the compression side of the flange.
C
$$(i)$$$$\,\,\,\,$$ $$RS$$ should be provided at supports
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be placed along the neutral axis
D
$$(i)$$$$\,\,\,\,$$ $$RS$$ should be provided away from points of action of concentrated loads.
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be provided on the compression side of the flange.
4
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
For the cantilever bracket, $$PQRS,$$ loaded as shown in the adjoining figure $$(PQ=RS=L,$$ and $$QR=2L),$$ which of the following statements is FALSE ? GATE CE 2011 Strength of Materials Or Solid Mechanics - Torsion Question 1 English
A
The portion $$RS$$ has a constant twisting moment with a value of $$2WL.$$
B
The portion $$QR$$ has a varying twisting moment with a maximum value of $$WL.$$
C
The portion $$PQ$$ has a varying bending moment with a maximum value of $$WL$$.
D
The portion $$PQ$$ has no twisting moment.
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