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ENGINEERING MECHANICS CIVIL ENGINEERING GATE 2020 STUDY MATERIAL FREE DOWNLOAD PDF CIVILENGGFORALL

Engineering Mechanics Civil Engineering GATE 2020 Study Material Free Download PDF - CivilEnggForAll Exclusive

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CONTENTS

  • System of Forces
  • Equilibrium Equations
  • Internal Forces in Structures
  • Principle of Transmissibility
  • Varignon’s Theorem
  • Couple
  • Friction
  • Self Locking Mechanism
  • Kinematics
  • Centre of Mass
  • Centroid of Different Figures
  • Euler’s Equation of Motion
  • Impulse-Momentum
  • Conservation of Linear Momentum
  • Angular Impulse and Angular Momentum
  • Energy Methods
  • Potential Energy

SYSTEM OF FORCES 

Force is the action of one body on another. A force tends to move a body in the direction of its action. The action  of a force is characterized by its magnitude, by the direction of its action, and by its point of application. Thus, force is a vector quantity.

Different Types of Force Systems

Collinear Forces – In this system, line of action of all the forces act along the same line

Collinear Forces

Coplanar parallel force: In this system, all forces are parallel to each other and lie in a single plane.

Coplanar Forces

Coplanar concurrent point: In this system, line of action of all forces passes through a single point and  forces lie in the same plane.

Coplanar Concurrent Point

Coplanar non-concurrent forces – All forces do not meet at a point but lie in a single plane. 

Non-coplanar parallel forces – In this system all the forces are parallel to each other but not in the same  plane. 

Non-coplanar concurrent forces –In this system, all forces do not lie in the same plane but their line of  action passes through a single point.

Non Coplanar Concurrent Forces

One system is in which, all forces do not lie in the same plane and their lines of action do not pass through  a single point; they may not be parallel.

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Free-Body Diagrams 

In applying the principles of mechanics to analyse forces acting on a body, it is essential to isolate the body in question  from all other bodies so that a complete and accurate amount of all forces acting on this body can be taken. The diagram  of such an isolated body with the representation of all external forces acting on it is called a free-body diagram.

Free Body Diagram

Three Force Theorem – If three forces are acting on a body and then the system of three forces is in equilibrium, must be coplanar, and  either be concurrent or be parallel – that is a three force theorem. 

Lami ’s Theorem

When three coplanar and concurrent forces acting on a body are kept in equilibrium, then each force is proportional  to the sine of the angle between the other two and the constant of proportionality is the same

Lami’s Theorem

The forces acting on a body are of two types: 

  1. External Forces: These forces on structures are the stresses that act on a structure from outside. For  example: gravity force, impact force
  2. Internal Forces: These forces act between different parts of the same structure. Internal forces are of four  types: tension, compression, torsion and shear.

Tension Force – The force which causes all of the particles of an object to pull apart is called tension.

Compression Force – The force that presses or squeezes the particles of an object together is known as compression.

Torsion Force 

The internal twisting forces created in an object as a result of a twisting motion being applied to the object is  known as torsion. 

Shear Force 

The forces acting in an object as a result of pushes and/or pulls in opposite directions; usually results in rips or  tears in an object is known shear.

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Principle of Transmissibility 

The principle of transmissibility states that a force may be applied at any point on its given line of action without altering the resultant  effects of the force external to the rigid body on which it acts.  For example: The two forces F and F’ have the same effect on the  rigid body and are said to be equivalent.

Principle of Transmissibility

Varignon’s Theorem

This theorem states that moment of a force about any point is equal to the sum of the moments of the components of that force about the same point i.e. the moment about a given point O of the resultant of several concurrent forces is equal to the sum of the moments of the particular forces about the same point

r x F1 + r x F2 + …. = r x (F1 + F2 + ….)

Varigon’s Theorem

Couple 

The moment produced by two equal, opposite and noncollinear forces is called a couple.  For example: If two equal and opposite forces F and – F are d distance  – F  +F  O  a  d  apart as shown in Fig. These two forces cannot be combined into  a single forces because there sum in every direction is zero. Their  only effect is to produce a tendency of rotation. The combined  moment of the tow forces about an axis normal to their plane is  the couple M.

M = F(a+d) – Fa = Fd

Equivalent Couples 

The two couples producing the same moment M are equivalent. 

  • The two couples are lie in the parallel plane
  • The two couples have the same sense or the tendency to cause rotation in the same direction.  A couple is not affected if the forces act in a different but parallel plane, as shown in Figure

Equivalent Couples

Force-Couple System 

Any force acting on a rigid body may be moved to an arbitrary point O, provided that a couple is added, of  moment equal to the moment of F about O and the combination obtained is referred to as a force-couple system.

Force Couple System

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FRICTION

When a body slides over another body, a resisting force is exerted at the surface of contact by stationary body on  the moving body, this is called the frictional force. 

Characteristics of Friction 

Considering a block resting on a horizontal plane with irregularities at the mating surface, this rough and irregular surface would cause  degree of unlocking and wedging action between the mating surface.  When tractive force P is applied to the block in parallel to contact  surface, a resisting force F would be generated automatically  opposite to applied direction of P. 

Following are the features of frictional (Figure):

  1. During static condition, i.e. block is at rest, with increase in applied force P, F will increase showing the relationship of direct  proportionality. This can be shown in region 0-1, known as zone  of static friction (Fig.) and point 1 is known as mass static friction.
  2. When block is set into motion and frictional force cannot be  increased further, at that situation F is called as limiting friction.  This is maximum friction force at time of impending motion  (motion is about to begin). 
  3. After certain point, friction force starts dropping to lower value  called kinetic friction. Zone 2-3 is zone of kinetic friction (Fig.) 

Hence, the main characteristics of friction force can be summarized as: 

  1. Always acts in the direction opposite to applied motion. 
  2. By nature it is passive force and will sustain as long as tractive force will be in action. 
  3. Self adjusting force.

Friction variation with applied force

Nature of Friction 

  1. Dry Friction (Coloumb friction): This comes into action when contact surfaces are dry. This is further  divided into two parts: Sliding force and Rolling force. 
  2. Fluid Friction: This comes into action when lubricating fluid is intended between contact surfaces. 
  3. Static and Dynamic Friction  Static friction develops when no relative motion exists between contacting surfaces  Dynamic friction develops when there is relative motion between contacting surfaces. 

Laws of Solid Friction 

  1. Friction acts tangential to contact surfaces and always in opposite direction of applied motion. 
  2. Friction force is maximum at the time motion is about to begin and vary from zero to maximum. 
  3. Limiting friction is independent of area and shape of contact surfaces. 
  4. Limiting friction depends upon nature of contact surfaces (being rough or smooth)

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