GATE CE 2011 | GATE CE Year Wise Previous Years Questions

GATE CE 2011

MCQ (Single Correct Answer)

-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 4 English

GATE CE 2011 Steel Structures - Welded Connections Question 4 English

$$0.61$$ $$S$$

$$0.65$$ $$S$$

$$0.70$$ $$S$$

$$0.75$$ $$S$$

GATE CE 2011

MCQ (Single Correct Answer)

-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

GATE CE 2011 Steel Structures - Plate Girder Question 2 English

$$(i)$$$$\,\,\,\,$$ $$RS$$ should be provided under the concentrated load only
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be placed in the tension side of the flange.

$$(i)$$$$\,\,\,\,$$ $$RS$$ helps to prevent local buckling of the web.
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be placed in the compression side of the flange.

$$(i)$$$$\,\,\,\,$$ $$RS$$ should be provided at supports
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be placed along the neutral axis

$$(i)$$$$\,\,\,\,$$ $$RS$$ should be provided away from points of action of concentrated loads.
$$(ii)$$$$\,\,\,\,$$ $$PQ$$ should be provided on the compression side of the flange.

GATE CE 2011

MCQ (Single Correct Answer)

-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 5 English

GATE CE 2011 Strength of Materials Or Solid Mechanics - Torsion Question 5 English

The portion $$RS$$ has a constant twisting moment with a value of $$2WL.$$

The portion $$QR$$ has a varying twisting moment with a maximum value of $$WL.$$

The portion $$PQ$$ has a varying bending moment with a maximum value of $$WL$$.

The portion $$PQ$$ has no twisting moment.

GATE CE 2011

MCQ (Single Correct Answer)

-0.3

Consider a simply supported beam with a uniformly distributed load having a neutral axis $$(NA)$$ as shown. For points $$P$$ (on the neutral axis) and $$Q$$ (at the bottom of the beam) the state of stress is best represented by which of the following pairs? (elements $$P$$ & $$Q$$ are taken slightly right of mid span). GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English

GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English

GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 1

GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 2

GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 3

GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 4

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