1
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
2
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.
3
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
The value of $$W$$ that results in the collapses of the beam shown in the adjoining figure and having a plastic moment capacity of $${M_P}$$ is GATE CE 2011 Structural Analysis - Plastic Analysis Question 4 English
A
$${{4{M_P}} \over {21}}$$
B
$${{3{M_P}} \over {10}}$$
C
$${{7{M_P}} \over {21}}$$
D
$${{13{M_P}} \over {21}}$$
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