1
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 4 English
A
$$0.61$$ $$S$$
B
$$0.65$$ $$S$$
C
$$0.70$$ $$S$$
D
$$0.75$$ $$S$$
2
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
A disc of radius $$'r'$$ has a hole of radius $$'r/2'$$ cut-out as shown. The centroid of the remaining disc (shaded portion) at a radial distance from the center $$''O''$$ is GATE CE 2011 Strength of Materials Or Solid Mechanics - Centroid and Moment of Inertia Question 5 English
A
$${\pi \over 2}$$
B
$${\pi \over 3}$$
C
$${\pi \over 6}$$
D
$${\pi \over 8}$$
3
GATE CE 2011
MCQ (Single Correct Answer)
+1
-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
A
GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 1
B
GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 2
C
GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 3
D
GATE CE 2011 Strength of Materials Or Solid Mechanics - Pure Bending Question 3 English Option 4
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 5 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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