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Test: Strength of Materials Level - 2 - Mechanical Engineering MCQ


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25 Questions MCQ Test Mechanical Engineering SSC JE (Technical) - Test: Strength of Materials Level - 2

Test: Strength of Materials Level - 2 for Mechanical Engineering 2024 is part of Mechanical Engineering SSC JE (Technical) preparation. The Test: Strength of Materials Level - 2 questions and answers have been prepared according to the Mechanical Engineering exam syllabus.The Test: Strength of Materials Level - 2 MCQs are made for Mechanical Engineering 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Strength of Materials Level - 2 below.
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Test: Strength of Materials Level - 2 - Question 1

According to Euler's column theory, the crippling load for a column of length (l) with one end fixed and the other end hinged, is

Test: Strength of Materials Level - 2 - Question 2

The Rankine's formula for columns is

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Test: Strength of Materials Level - 2 - Question 3

Hooke's law holds good upto

Detailed Solution for Test: Strength of Materials Level - 2 - Question 3

Hooke's law holds good up to the limit of proportionality, which is the highest stress at which the stress-strain curve is a straight line. 

Test: Strength of Materials Level - 2 - Question 4

The dimensions of Young's modulus of elasticity are given by

Test: Strength of Materials Level - 2 - Question 5

The longitudinal stress induced in a thin walled cylindrical vessel is

Test: Strength of Materials Level - 2 - Question 6

Units of strain are

Test: Strength of Materials Level - 2 - Question 7

A cylindrical bar of L metres deforms by l cm. The strain in bar is

Test: Strength of Materials Level - 2 - Question 8

Bulk modulus K in terms of modulus of elasticity E and Poisson's ratiom is given as equal to

Test: Strength of Materials Level - 2 - Question 9

The section modulus of a circular section about an axis through its c.g. is

Detailed Solution for Test: Strength of Materials Level - 2 - Question 9

Test: Strength of Materials Level - 2 - Question 10

Bending moment at any point is equal to the algebraic sum of

Test: Strength of Materials Level - 2 - Question 11

Moment of a beam is defined as its section modulus multiplied by

Test: Strength of Materials Level - 2 - Question 12

The point of contra-flexure occurs only in

Test: Strength of Materials Level - 2 - Question 13

When a rectangular beam is loaded longitudinally, shear develops on

Test: Strength of Materials Level - 2 - Question 14

Modulus of resilience is

Test: Strength of Materials Level - 2 - Question 15

During the tensile test of a glass rod the nature of stress-strain curve is

Test: Strength of Materials Level - 2 - Question 16

Ratio of thickness to diameter for thin cylinder is

Test: Strength of Materials Level - 2 - Question 17

Hoop stress in a thin cylinder of diameter d and thickness t subjected to pressure p will be

Test: Strength of Materials Level - 2 - Question 18

According to Lame's equation, hoop stress for a thick cylinder at any point at a radius r from centre is equal to

 

Test: Strength of Materials Level - 2 - Question 19

The volumetric strain in case of cylindrical shell of diameter 'd' and thickness 't', subjected to
internal pressure p, having coefficient of elasticity E and poisson's ratiom is equal to

Test: Strength of Materials Level - 2 - Question 20

An overhanging beam is

Test: Strength of Materials Level - 2 - Question 21

Neutral plane of a beam

Test: Strength of Materials Level - 2 - Question 22

On the planes having maximum or minimum principal stresses, the tangential stress will be

Detailed Solution for Test: Strength of Materials Level - 2 - Question 22

On planes having maximum and minimum principal stresses, there will be no tangential stress.
 

Test: Strength of Materials Level - 2 - Question 23

Strain rosettes are used to

Test: Strength of Materials Level - 2 - Question 24

Damping capacity of a material is its ability to

Test: Strength of Materials Level - 2 - Question 25

Maximum deflection in a cantilever due to pure bending moment M at its end

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