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Engineering mechanics
The science that considers the effects of forces on rigid bodies
Force
Is what exchanges or tends to change the state of motion of a body
External effects
1.shear
2.moment
3.torque
Internal effects
Stress
Resultant force
Is a single force that represents the net effect of a force system
Moment of a force
Measure of the tendency to rotate at a point force, moment arm rotation and moment center
Free body diagram
A drawing of the structure/part of the structure under consideration
Types of supports
1.cable
2.roller support
3.pin or hinge support
Equilibrium
The state or condition in a body wherein the resultant is zero
Conditions of equilibrium
1.resultant is zero
2.the sum of the moments about any point in the system is zero
Moment arm
The distance between the axis of rotation and the perpendicular of the line of action of a force
Components of a force
Fx-F x cos and Fy- Fx sin
Statics
The part of mechanics that considers the effects of and the distribution of forces on rigid bodies which are and remain at rest
Rigid body
A definite amount of matter whose parts are fixed in position relative to one another
Concurrent force system
A type of force system wherein the lines of action of forces meet at a common point
Method of joints
Finding the reactions at each support
Method of sections
Utilizes the principle of moments and the resolution of a force into its components
Axial force
This component measures the pulling or pushing action over the section
Shear force
These are components of the total resistance to sliding the portion to one side of the exploration section
Torque
This component measures the resistance to twisting the members
Bending moments
These components measure the resistance to bending the member about the Y or Z axes
Stress
Unit strength of a material
Concentrated load
Load acting on a particular point
Uniformly distributed load
(Rectangular loading) uniform magnitude
Uniformly varying load
(Triangular loading) distributed load which uniformly varies with the distance
Simple beam or simply supported beam
Supported by a roller and a hinge at both ends
Overhanging beam
Supported by a roller and a hinge with one or both extending beyond supports
Cantilever beam
Supported by a fixed support at one end only
Fixed or restrained beam
Fixed support at both ends
Propped beam
...
Continuous beam
With three or more supports
Mechanics
Science of mechanics treats on forces, motion and the effects of forces on the bodies which they act
Applied mechanics
Concerns mainly on the applications of the principles of mechanics to the solution of problems commonly encountered
Structural system
A system of structural components that makes up a structure. It is interconnected as to provide rigidity and resist the effect of forces whether directly or indirectly
Structural system components
These are structural elements such as beams, girders, columns, trusses, etc
Statics
Deals with forces and effect on rigid bodies at rest
Dynamics
Deals with motion and with the effects forces acting on rigid bodies in motion
Kinematics
Study of motion without consideration of forces causing the motion
Kinetics
Study of forces acting on rigid bodies in motion and their effect in changing such motion
Force
Influence on a body producing a change in shape or movement
Compressive force
An applied force which produces compression in an elastic material
Tensile force
An applied force which produce tension in an elastic material
Vector
A quantity possessing both magnitude and direction represented by an arrow whose length is proportional to the magnitude. Force, velocity, acceleration, moment
Scalar
Quantity having magnitude only. Ft, kg, newton
Characteristics of a force
Magnitude
Line of action
Point of application
Direction
Applied or contacting forces
Push or pull produced by mechanical effort
Acting force
Acting directly on a body
Reacting force
Generated by the action of one body to another
Non-applied or non contacting force
Gravitational pull, magnetic force or inertia force
Coplanar
Condition where all forces lie on one plane
Parallel
Non-concurrent forces having parallel lines of action
Concurrent
Where the lines of action of all the forces intersect at a common point
Non-coplanar
Forces do not lie on one plane
Non-concurrent
Lines do not intersect at a common point
Collinear
All forces in a parallel system act along a single line of action
Triangle method
Graphic technique for finding the vector sum of 2 concurrent forces by displacing one force vector parallel to itself completing the triangle with a vector that represents the resultant force
Parallelogram law
System of determining the resultant force of 2 concurrent forces obtained from the diagonal at a parallelogram having adjacent sides which represent the 2 force vectors being added
Polygon method
Graphic technique for finding the vector sum of a coplanar force system of several concurrent forces by drawing to scale each force vector in succession with the tall of each of the head of one preceding it and completing the polygon with a vector that represents the resultant force
Strength of materials
Extends the study of forces that was begun in mechanics. Deals with relations between externally applied loads and their internal effects on bodies
Theory of structures
Deals with the principles and methods by which the direct stress, shear and bonding moment and the deflection art any section of each constituent member in the structure may be calculated
Moment
Tendency of a force to produce rotation of a body about a point or line, equal in magnitude to the product of the force and the moment arm acting in a clockwise/counter direction
Moment center
Point at which the axis of a moment intersects the plane of the forces causing the moment
Moment arm
Perpendicular distance from the line of action of a force to the point or line about which a moment occurs
Couple
Force system of 2 equal, parallel forces acting in opposite directions and tending to produce rotation
Moment of a force
Tendency to produce a rotation of the body on which it acts about an axis
Static equilibrium
Condition in which forces in a state of rest are acting in opposite direction of the same magnitude
Force law of equilibrium
Implies a balance of opposing forces within a system
Stress
Resistance to external forces
Strain
Subjected to an external force
Tensile stress
Pull
Compressive stress
Push
Normal stress
Perpendicular to stressed surface
Shearing stress
Parallel
Axial stress
External stress acting on a member parallel to its major axis and member is of constant cross section
Bearing stress
Compressive stress exerted on an external surface of a body
Ultimate stress
Greatest unit stress a material can withstand
Allowable stress
Portion of the ultimate strength which may safely be used in design
Live load
Moving load on a structure, acts downward
Dead load
Static load, downward
Dynamic load
Often with rapid change in magnitude and location
Moving load
Kinetic load of a short duration due to moving vehicles
Occupancy load
Live on structure resulting from the weight of people, etc
Wind load
Exerted by the kinetic energy of a moving mass of air
Transverse load
Load applied perpendicular to the longitudinal axis
Axial load
Tensile acting along the longitudinal axis
Roller type support
Offers resistance in a direction normal to the surface beneath the roller, does not resist movement parallel to the supporting surface
Hinge type support
Prevents movement along the horizontal and vertical directions but does not resist rotation about the hinge
Link type support
Offers resistance in the direction along the link and through 2 pins
Fixed-end type support
Resists rotation about the support and to movements along the horizontal and vertical directions
Section properties centroid
Center of one or two dimensional figure about which the sum of the displacements of all points is zero
Center of gravity
Point at which the entire weight is considered concentrated
Center of mass
Point at which the entire mass of is concentrated
Moment of inertia
Sum of the products obtained by multiplying an element of mass by the square of its distance from the axis
Radius of gyration
Distance from its moment of inertia axis at which the entire area is considered concentrated without changing the numerical value of its moment of inertia
Modulus of elasticity
The ratio of the shearing stress to the shearing strain
Modulus of rigidity
Coefficient of elasticity expressing the ratio between shearing stress and strain produced by stress
Truss
Structural frame based on the geometric rigidity of the triangle and composed of linear members subject to axial tension and compression
Creep
Property which causes some materials under constant stress to deform slowly over a period of time
Machinability
Readiness with which a material yields to shaping with cutting tools
Strength
Resist stress without failure