This document provides an introduction to statics and static equilibrium for particles. It defines key terms like particles, equilibrium, and free-body diagrams. It explains that a particle is in equilibrium if the net force acting on it is zero. Free-body diagrams show all forces acting on a particle and are used to apply the equations of equilibrium to solve problems. Examples are provided of drawing free-body diagrams and using them to determine unknown forces on mechanical components in static equilibrium.
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ppt about simple stress and strains. use full for B.E. in 3 semester. all content of chapter are covered in this ppt. i hope this is useful fore some peoples.if you like then plz click lick.
The basis for kinetics is Newton's second law, which states that when an unbalanced force acts on a particle, the particle will accelerate in the direction of the force with a magnitude that is proportional to the force.
Prepared by madam rafia firdous. She is a lecturer and instructor in subject of Plain and Reinforcement concrete at University of South Asia LAHORE,PAKISTAN.
The basis for kinetics is Newton's second law, which states that when an unbalanced force acts on a particle, the particle will accelerate in the direction of the force with a magnitude that is proportional to the force.
Prepared by madam rafia firdous. She is a lecturer and instructor in subject of Plain and Reinforcement concrete at University of South Asia LAHORE,PAKISTAN.
An introduction to the module is given, including forces, moments, and the important concepts of free-body diagrams and static equilibrium. These concepts will then be used to solve static framework (truss) problems using two methods: the method of joints and the method of sections.
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Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
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2. Statics (MET
2214)
Static Equilibrium for a Particle
Objective: To introduce the concept of the free-body
diagram for a particle and to show how to solve
particle equilibrium problems using the equations of
equilibrium.
A particle: An object with inertia (mass) but of
negligible dimensions.
A particle at rest: A particle is at rest if originally at
rest or has a constant velocity if originally in motion.
3. Statics (MET
2214)
Equilibrium equations for a particle
A particle is in equilibrium if the resultant of ALL
forces acting on the particle is equal to zero.
(Newton’s first law is that a body at rest is not
subjected to any unbalanced forces).
Sum of all forces acting
on a particle = 0F =∑
4. Statics (MET
2214)
Equilibrium equations in component form
In a rectangular coordinate system the equilibrium
equations can be represented by three scalar
equations:
0
0
0
x
y
z
F
F
F
=
=
=
∑
∑
∑
5. Statics (MET
2214)
Free-Body Diagram (FBD):
To apply equilibrium equations we must account for all
known and unknown forces acting on the particle.
The best way to do this is to draw a free-body diagram of
the particle.
FBD: A diagram showing the particle under consideration
and all the forces and moments acting on this particle.
This is a sketch that shows the particle “free” from its
surroundings with all the forces acting on it.
6. Statics (MET
2214)
Parallelogram Law
Copyright of Ohio University
Two forces on a body can be replaced by a single force called
the resultant by drawing the diagonal of the parallelogram
with sides equivalent to the two forces.
7. Statics (MET
2214)
Principal of Transmissibility
The conditions of equilibrium or motion of a body remain unchanged
if a force on the body is replaced by a force of the same
magnitude and direction along the line of action of the original
force.
9. Statics (MET
2214)
Mechanical components
Linear spring: A mechanical device which exerts a force along its
line of action and proportional to its extension (F = kX).
K is constant of proportionality which is a measure of stiffness or
strength.
10. Statics (MET
2214)
Mechanical components
Cables:
Cables are assumed to have negligible weight and they cannot stretch.
They can only support tension or pulling (you can’t push on a rope!).
Frictionless pulleys:
Pulleys are assumed to be frictionless.
11. Statics (MET
2214)
Mechanical components
A continuous cable passing over a
frictionless pulley must have tension force
of a constant magnitude.
The tension force is always directed in the
direction of the cable.
For a frictionless pulley in static equilibrium,
the tension in the cable is the same on
both sides of the pulley.
12. Statics (MET
2214)
Force types
Force types:
Active Forces - tend to set the particle in motion.
Reactive Forces - result from constraints or supports
and tend to prevent motion.
Active force
Reactive
force Active force
Reactive force
13. Statics (MET
2214)
Free Body Diagram (FBD)
How to draw a Free Body Diagram:
Draw outlined shape - Imagine the particle isolated
or cut “free” from its surroundings
Show all forces and moments - Include “active
forces” and “reactive forces”. Place each force and
couple at the point that it is applied.
Identify each force:
Known forces labeled with proper magnitude and direction.
Letters used for unknown quantities.
Add any relevant dimensions onto your picture.
16. Statics (MET
2214)
Example 1
The sphere has a mass of 6 kg and is supported as shown. Draw a
free-body diagram of the sphere, cord CEsphere, cord CE, and the knot at C.the knot at C.
17. Statics (MET
2214)
Sphere
There are two forces acting on the sphere. These are its weight
and the force of cord CE.
The weight is: W = 6 kg (9.81 m/s2
) = 58.9 N.
19. Statics (MET
2214)
Cord CE
There are two forces acting on the cord. These are the force of
the sphere, and the force of the knot. A cord is a tension only
member. Newton’s third law applies.
21. Statics (MET
2214)
Knot at C
There are three forces acting on the knot at C. These are the
force of the cord CBA, and the force of the cord CE, and the
force of the spring CD.
33. Statics (MET
2214)
FBD
Draw the free body diagrams:
W
N
W
N
f
Normal force = The force you have when there is a contact between surfaces
(the ball is in contact with the ground).
Friction force = You have this when the surface in contact is not frictionless and the
friction prevents the motion of the object.
30
37. Statics (MET
2214)
B
0, cos30 0
0, sin30 2.452 0
Solving for T :
sin30 2.452 , 4.90
Subsituting into the first equation:
4.25
x B D
y B
B B
D
F T T
F T kN
T kN T kN
T kN
= − =
= − =
= =
=
∑
∑
Solution of Example 2
According to the free body diagram of the ring A, we have three forces
acting on the ring. The forces TB and TD have unknown magnitudes but
known directions. Cable AC exerts a downward force on A equal to:
W = (250kg)(9.81m/s2
) = 2452N = 2.245KN
TBcos30
TBsin30
Editor's Notes
Ok. Lets get started.
My name is Dr Simin Nasseri, a faculty member here at MET and I am going to teach this course MET ????, Course name.