GATE CE 2013 | Pure Bending Question 3 | Strength of Materials Or Solid Mechanics

GATE CE 2013

MCQ (Single Correct Answer)

-0.3

The ‘'plane section remains plane’' assumption in bending theory implies:

Strain profile is linear

Stress profile is linear

Both strain and stress profiles are linear

Shear deformations are neglected

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

GATE CE 2004

MCQ (Single Correct Answer)

-0.3

A homogeneous, simply supported prismatic beam of width $$B,$$ depth $$D$$ and span $$L$$ is subjected to a concentrated load of magnitude $$P.$$ The load can be placed anywhere along the span of the beams. The maximum flexural stress developed in beam is

$${2 \over 3}\,{{PL} \over {B{D^2}}}$$

$${3 \over 4}\,{{PL} \over {B{D^2}}}$$

$${4 \over 3}\,{{PL} \over {B{D^2}}}$$

$${3 \over 2}\,{{PL} \over {B{D^2}}}$$

GATE CE Subjects

Construction Material and Management

Critical Path Method Construction Materials Program Evolution Review Technique

Geomatics Engineering Or Surveying

Angular Measurements and Compass Survey Basic Concepts Linear Measurements and Chain Survey

Engineering Mechanics

Work Energy Principle and Impulse Momentum Equation Equilibrium of Force Systems

Hydrology