Engineering Mechanics Study Material for RRB JE Civil Engineer - CivilEnggForAll Exclusive

CONTENTS (IN BRIEF)

  • INTRODUCTION
  • EQUILIBRIUM OF FORCES
  • FRICTION
  • CONCEPT OF SIMPLE MACHINE

INTRODUCTION TO ENGINEERING MECHANICS

Mechanics is the Physical Science concerned with  the dynamical behaviour (as opposed to chemical and  thermal behaviour) of bodies that are acted on by mechanical disturbances. Since such behaviour is involved  in virtually all the situations that confront an engineer mechanics lies at the core of much engineering  analysis. In fact, no physical science plays a greater  role in engineering than does mechanics, and it is the  oldest of all the physical sciences. The writing of  Archimedes covering buoyancy and the lever were recorded before 200 B.C. Our modern knowledge of gravity  and motion was established by Isaac Newton (1642-  1727), whose laws founded Newtonian mechanics. 

In 1905, Einstein placed limitations on Newton’s  formulations with his theory of relativity and thus set  the stage for the development of relativistic mechanics. The newer theory however give result that depart  from those of Newton’s formulations only when the  speed of a body approaches the speed of light (3 × 108  m/s). These speeds are encountered in the largescale  phenomena of dynamical astronomy and the small-scale phenomena involving subatomic particles. Despite these limitations it remains nevertheless true that  in the great bulk of engineering problems Newtonian  mechanics still applies. 

A second limitations was developed somewhat later when it was realized that for atomic distance Newton’s laws were again invalid, thus giving rise to quantum mechanics. 

To study mechanics we must establish abstractions to describe those manifestations of the body that  interest us. These abstractions are called dimensions.  The dimensions that we pick, which are independent of  all other dimensions are termed primary or basic dimensions and the ones that are then developed in terms  of basic dimensions we call secondary dimensions. 

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DIMENSIONAL RELATIONSHIP BETWEEN  FORCE AND MASS

We shall now apply or employ  the law of dimensional homogeneity to establish a new  secondary dimension. A Superficial use of Newton’s  law will be employed for this purpose. In the later section this law will be presented in greater detail, but it  will suffice at this time to state that the acceleration  of a particle is inversely proportional to its mass for a  given disturbance. mathematically this becomes: α α 1/m

Where ‘α’ is the proportionality constant. Inserting the constant of proportionality F, we have on rearranging the equation:  F = ma

EQUIVALENT FORCE SYSTEM

As a beginning here, we shall reiterate several basic force equivalences for rigid bodies that will serve as a foundations for more complex considerations. You should  subject them to the tests listed above. 

  • The sum of a set of concurrent forces is a  single forces that is equivalent to the original  system. conversely a single force is equivalent  to any set of its components that is  concurrent to it. 
  • A force may moved along its, line of action,  i.e., forces are transmissible vectors.

TRIANGLE LAW OF FORCES

If two forces acting simultaneously on a particle be represented in  magnitude and direction by the two sides of a triangle  taken in order, their resultant may be represented in  magnitude and direction by the third side of a triangle, taken in opposite order.

CONVERSE OF LAW OF TRIANGLE OF FORCES

If the forces acting at a point be represented in  magnitude and direction by the three sides of a triangle, taken in order, the forces shall be in equilibrium. 

POLYGON LAW OF FORCES

If a number of forces acting simultaneously on a particle be represented  in magnitude and direction by the side of a polygon  taken in order, then the resultant of all these forces  may be represented in magnitude and direction by the  closing side of the polygon taken in the opposite order. 

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CONVERSE OF THE LAW OF POLYGON OF  FORCES

If a number of forces acting at a point be  represented in magnitude and direction by the sides of  a closed polygon, taken in order, the forces shall be in  equilibrium.  CONDITIONS OF EQUILIBRIUM: When a body  is acted upon by a number of coplanar non-concurrent forces, the body may have any one of the following states

  • The body may move in any one direction. 
  • The body may rotate about itself without  moving. 
  • The body may move in any one direction and  at the same time it may also rotate about  itself. 
  • The body may be completely at rest.

TYPES OF EQUILIBRIUM

Conditions of equilibrium help in finding out the reactions or forces at particular point, when the body is in equilibrium. A body  is said to be in equilibrium when it comes back to its  original position, after it is slightly displaced from its  position of rest. In general, following are the three types  of equilibrium:

Types of Equilibrium

Stable Equilibrium

A body is said to be in  stable equilibrium, if it returns back to its  original position after it is displaced from its  position of rest. This happens when  additional force sets up due to displacement  and brings the body back to its original  position. A smooth cylinder lying in a curved  surface, is in stable equilibrium. If we slightly  displace the cylinder from its position of rest  (as shown by dotted lines), it will tend to  return back to its original position in order  to bring its weight normal to horizontal axis  as shown. 

Unstable equilibrium

A body is said to be  in an unstable equilibrium, it does not return  back to its original position, and heels further  away, after slightly displaced from its position  of rest. This happens when the additional  force moves the body away from its position  of rest. A smooth cylinder lying on a convex  surface is in unstable equilibrium. If we  slightly displace the cylinder from its position  of rest (as shown by dotted lines) the body  will tend to move away from its original  position.

Neutral Equilibrium

A body is said to be  in neutral equilibrium if it occupies a new  position (and remains at rest in this position)  after slightly displaced from its position of  rest. This happens when no additional force  sets up due to the displacement. A smooth  cylinder lying on a horizontal plane is in  neutral equilibrium.

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FRICTION 

Force of friction or friction: Whenever a block  moves or tends to move tangentially with respect to a  surface on which it rests, the interlocking property of  the projecting particles oppose the motion. This opposing force, which acts in the opposite direction of  the movement of the block, is called the force of friction or simply friction. It is of two types:  1. Static friction  2. Dynamic friction 

STATIC FRICTION

It is the friction experienced  by a body when it is at rest, or in other words, it is the  friction when the body tends to move. 

DYNAMIC FRICTION

It is the friction experienced by a body when it is in motion. It is also  called kinetic friction. The dynamic friction is of the  following types: 

  • Sliding friction: It is the friction experienced  by a body when it slides over another body. 
  • Rolling friction: It is the friction, experienced  by a body when it rolls over another body. 

LIMITING FRICTION

Considering a body lying  over another body and being pushed gently. It does  not move. When the force is gradually increased, it  starts moving. In this case, the body did not move because of force of friction up to certain limit beyond  which the force of friction cannot increase and the  body starts moving. The maximum value of frictional  force, which comes in to play when a body just begins  to slide over the surface of the other body, is known as  Limiting friction. It may be noted that when the applied force is less than the limiting friction, the body  remains at rest, and the friction is called static friction which has any value between zero and Limiting  friction.

Angle of Friction

NORMAL REACTION

Whenever a body lying,  on a horizontal or inclined surface, is in equilibrium  its weight acts vertically downwards through its centre of gravity. The surface in turn, exerts an upward  reaction on the plane is called Normal Reaction and  is generally, denoted by R.

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