GATE CE 2006 | GATE CE Year Wise Previous Years Questions

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

Consider the beam $$AB$$ shown in the figure below. Part $$AC$$ of the beam is rigid while Part $$CB$$ has the flexural rigidity $$EI$$. Identify the correct combination of deflection at end $$B$$ and bending moment at end $$A,$$ respectively. GATE CE 2006 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 13 English

GATE CE 2006 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 13 English

$${{P{L^3}} \over {3EI}},2PL$$

$${{P{L^3}} \over {3EI}},PL$$

$${{8P{L^3}} \over {3EI}},2PL$$

$${{8P{L^3}} \over {3EI}},PL$$

GATE CE 2006

MCQ (Single Correct Answer)

-0.3

A long shaft of diameter $$d$$ is subjected to twisting moment $$T$$ at its ends. The maximum normal stress acting at its cross-section is equal to

zero

$${{16T} \over {\pi {d^3}}}$$

$${{32T} \over {\pi {d^3}}}$$

$${{64T} \over {\pi {d^3}}}$$

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

Consider a propped cantilever $$ABC$$ under two loads of magnitude $$P$$ each as shown in figure below. Flexural rigidity of the beam is $$EI$$. GATE CE 2006 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 3 English

GATE CE 2006 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 3 English

The reaction at $$C$$ is

$${{9Pa} \over {16L}}\left( {upwards} \right)$$

$${{9Pa} \over {16L}}\left( {downwards} \right)$$

$${{9Pa} \over {8L}}\left( {upwards} \right)$$

$${{9Pa} \over {8L}}\left( {downwards} \right)$$

GATE CE 2006

MCQ (Single Correct Answer)

-0.6

Consider the beam $$ABCD$$ and the influence line as shown below. The influence line pertains to GATE CE 2006 Structural Analysis - Influence Line Diagram Question 8 English

GATE CE 2006 Structural Analysis - Influence Line Diagram Question 8 English

Reaction at $$A,\,\,{R_A}$$

Shear force $$B,\,\,{V_B}$$

Shear force on the left of $$C,\,\,V_C^ - $$

Shear force on the right of $$C,\,\,V_C^ + $$

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