Untitled Essay, Research Paper
TABLE OF CONTENTS
INTRODUCTION…………………………………………………………………………………….1
Chapter
I. General
Principles………………………………………………………………………2
I. Systems of
Force………………………………………………………………………..4
II.
Stress………………………………………………………………………………………6
III. Properties of
Material…………………………………………………………….7
IV. Bolted and Welded
Joints………………………………………………………..10
V. Beams — A Practical
Application……………………………………………..13
VI. Beam
Design………………………………………………………………………..17
VII. Torsional Loading: Shafts, Couplings, and
Keys…………………..19
VIII.
Conclusion……………………………………………………………………….20
BIBLIOGRAPHY…………………………………………………………………………………21
INTRODUCTION Mechanics is the physical science concerned with the dynamic behavior
of bodies that are acted on by mechanical disturbances. Since such behavior is involved in
virtually all the situations that confront an engineer, mechanics lie 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 physical sciences. The writings of
Archimedes covering bouyancy and the lever were recorded before 200 B.C. Our modern
knowledge of gravity and motion was established by Isaac Newton (1642-1727).
Mechanics can be divided into two parts: (1) Statics, which relate to
bodies at rest, and (2) dynamics, which deal with bodies in motion. In this paper we will
explore the static dimension of mechanics and discuss the various types of force on an
object and the different strength of materials.
The term strength of materials refers to the ability of the individual
parts of a machine or structure to resist loads. It also permits the selection of
materials and the determination of dimensions to ensure the sufficient strength of the
various parts.
General Principles Before we can venture to explain statics, one must have a firm grasp on
classical mechanics. This is the study of Newton’s laws and their extensions.
Newton’s three laws were originally stated as follows:
1. Every body continues in its state of rest, or of uniform motion in a
straight line, unless it is compelled to change that state by
forces impressed on it.
2. The change of motion is proportional to the motive force impressed
and is made in the direction in which that
force is impressed.
3. To every action there is always opposed an equal reaction; or the
mutual actions of two bodies on each other
are equal and direct to contrary parts.
Newton’s law of gravitational attraction pertains to celestrial
bodies or any object onto which gravity is a force and states: “Two particles will be
attracted toward each other along their connecting line with a force whose magnitude is
directly proportional to the product of the masses and inversely proportional to the
distance squared between the particles.
When one of the two objects is the earth and the other object is near
the surface of the earth (where r is about 6400 km) / is essentially constant, then the
attraction law becomes f = mg.
Another essential law to consider is the Parallelogram Law. Stevinius
(1548-1620) was the first to demonstrate that forces could be combined by representing
them by arrows to some suitable scale, and then forming a parallelogram in which the
diagonal represents the sum of the two forces. All vectors must combine in this manner.
When solving static problems as represented as a triangle of force,
three common theorems are as follows:
1. Pythagorean theorem. In any right triangle, the square of the
hypotenuse is equal to the sum of the
squares of the two legs:
=
2. Law of sines. In any triangle, the sides are to each other as the
sines of the opposite angle:
3. Law of cosines. In any triangle, the square of any side is equal to
the sum of the squares of the other two
sides minus twice the product of the sides and the
cosine of their included angle: = – 2ab cos C
By possessing an understanding of Newton’s Laws, following these
three laws of graphical solutions, and understanding vector algebra you can solve most
engineering static problems.Systems of Force Systems of force acting on objects in equilibrium can be classified as
either concurrent or nonconcurrent and as either coplanar or noncoplanar. This gives us
four general categories of systems.
The first category, concurrent-coplanar forces occur when the lines of
action of all forces lie in the same plane and pass through a common point. Figure 1
illustrates a concurrent-coplanar force in such that F1, F2, and W all lie in the same
plane (the paper) and all their lines of action have point O in common. To determine the
resultant of concurrent force systems, you can use the Pythagorean theorem, the law of
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