GATE CE 2000 | GATE CE Year Wise Previous Years Questions

GATE CE 2000

MCQ (Single Correct Answer)

-0.6

The four cross sections shown below are required to be ordered in the increasing order of their respective shape factors. GATE CE 2000 Structural Analysis - Plastic Analysis Question 11 English

GATE CE 2000 Structural Analysis - Plastic Analysis Question 11 English

$${\rm I}{\rm I}{\rm I},\,\,{\rm I},\,\,{\rm I}V,{\rm I}{\rm I}$$

$${\rm I},\,\,{\rm I}{\rm I},\,\,{\rm I}{\rm I}{\rm I},{\rm I}V$$

$${\rm I}{\rm I}{\rm I},\,\,{\rm I}V,\,\,{\rm I},\,\,{\rm I}{\rm I}$$

$${\rm I}{\rm I}{\rm I},\,\,{\rm I}V,\,\,{\rm I}{\rm I},\,\,{\rm I}$$

GATE CE 2000

MCQ (Single Correct Answer)

-0.6

For the structure shown below, the vertical deflection at point $$A$$ is given by GATE CE 2000 Structural Analysis - Energy Principle Question 8 English

GATE CE 2000 Structural Analysis - Energy Principle Question 8 English

$${{P{L^3}} \over {81EI}}$$

$${{2P{L^3}} \over {81EI}}$$

Zero

$${{P{L^3}} \over {72EI}}$$

GATE CE 2000

MCQ (Single Correct Answer)

-0.3

Identify the FALSE statement from the following, pertaining to the methods of structural analysis.

Influence lines for stress resultants in beams can be drawn using Muller Breslau's Principle.

The Moment Distribution Method is a force method of analysis, not a displacement method.

The Principle of Virtual Displacements can be used to establish a condition of equilibrium.

The Substitute Frame Method is not applicable to frames subjects to significant side sway.

GATE CE 2000

MCQ (Single Correct Answer)

-0.6

A cantilever beam of length $$L$$ and a cross section with shape factor $$'f'$$ supports a concentrated load $$P$$ as shown below:

The length $${L_P}$$ of the plastic zone, when the maximum bending moment, equals the plastic moment $${M_P}$$, given by

GATE CE 2000 Structural Analysis - Plastic Analysis Question 10 English

$${{{L_P}} \over L} = {1 \over f}$$

$${{{L_P}} \over L} = L\left( {1 - f} \right)$$

$${{{L_P}} \over L} = 1 - {1 \over {\sqrt f }}$$

$${{{L_P}} \over L} = 1 - {1 \over f}$$

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