Showing posts with label terms. Show all posts
Showing posts with label terms. Show all posts

Monday, April 23, 2012

Common Engineering Terms used

If your an engineer, you must be able to know all the common engineering terms. following are few common ones.


Stress terms
Stress is the internal distribution of forces within a body that balances and reacts to the loads applied to it. It is a complicated tensor quantity that can be broken down into simpler elements for engineering purposes;
  • Compressive stress (or compression) is the stress state when the material tends to compact (volume decrease). A simple case of compression is the uniaxial compression induced by the action of opposite, pushing forces. Most materials can carry compressive stress, even the granules such as sands. 
  • Tensile stress is a loading that tends to produce stretching on a material by the application of axially directed pulling forces. Materials can withstand some tensile loading, but if enough force is applied, they will eventually break into two parts. Steel is an example of a material with high tensile strength. 
  • Shear stress is caused when a force is applied to produce a sliding failure of a material along a plane that is parallel to the direction of the applied force e.g. when cutting paper with scissors. 

Strength terms
  • Compressive strength is a limit state of compressive stress that leads to compressive failure in the manner of ductile failure (infinite theoretically yield) or in the manner of brittle failure (rupture as the result of crack propagation, or sliding among a weak plane - see shear strength).
  • Tensile strength is a limit state of tensile stress that leads to tensile failure in the manner of ductile failure (yield as the first stage of failure, some hardening in the second stage and break after a possible "neck" formation) or in the manner of brittle failure (sudden breaking in two or more pieces with a low stress state).

Strain - Deformation terms
  • Deformation of the material is the change in geometry when stress is applied (in the form of force loading, gravitational field, acceleration, thermal expansion, etc.). Deformation is expressed by the displacement field of the material.
  • Strain or reduced deformation is a mathematical term to express the trend of the deformation change among the material field. For uniaxial loadings - displacements of a specimen (for example a bar element) it is expressed as the quotient of the displacement and the length of the specimen. For 3D displacement fields it is expressed as derivates of displacement functions in terms of a second order tensor (with 6 independent elements).
  • Deflection is a term to describe the magnitude to which a construction or structural element bends under a load.

Stress - strain relations
  • Elasticity is the ability of a material to return to its previous shape after stress is released. In some materials, the relation between applied stress and the resulting strain is directly proportional (up to a certain limit), and a graph representing those two quantities is a straight line. Hooke's law describes such relationships and is valuable in the study of springs. (see Solid mechanics). In other materials, the relation is not linear. In steel, the most common material for making springs, most of the elastic range is linear, though the relation becomes non-linear at the extreme end, just before the material begins to deform plastically.
  • Plasticity is the property of materials to deform permanently after force is applied and released. Most solid materials behave elastically when relatively low amounts of force are applied, and plastically under higher amounts of force.


Design terms
  • Ultimate strength is an attribute directly related to a material, rather than just specific specimen of the material, and as such is quoted force per unit of cross section area (N / m2). For example, Ultimate Tensile Strength (UTS) of mild steel is 470MegaN / m2. It is useful to remember that 1Pa = 1N / m2.
  • Factor of safety is a design constraint that an engineered component or structure must achieve. FS = UTS / R, where FS: the Factor of Safety, R: The acting force (or stress) and UTS: the Ultimate force (or stress). For example to achieve a factor of safety of 4, the allowable stress in a mild steel component can be worked out as R = UTS / FS = 117.5MPa.






Wednesday, January 28, 2009

Glossary of terms used in engineering


ANCHOR BOLTS
Bolts used to secure building components to the foundation. In the case of primary framing, these bolts are embedded in the foundation and secured to the column baseplate.

BAY SPACING
Each space or interval between the frames of a steel building is a "bay."The distance between primary framing members measured parallel to the ridge or eave. Interior bays are measured from center line of frame to center line of frame.

CLEAR HEIGHT
Distance from the finished floor to the bottom of the rafter at the rafter-to-column connection.

CLEAR SPAN
Distance between columns.

COLUMN
Vertical support member for primary framing system.

CONTINUOUS BEAM ENDFRAME
A multiple-span structural frame consisting of straight or tapered solid-web sections whose exterior rafter-to-column moment connection stabilizes the frame. The frame spans across the width of the building, using interior columns and supporting secondary framing along with roof and wall coverings. This frame is designed in accordance with AISC Type I construction.

CORNER POST
Corner column of post-and-beam frame.

EAVE HEIGHT
The vertical dimension from finished floor to eave.

EAVE PURLIN
A roof secondary framing member located at the eave and used for attaching roof and wall panels.

END POST SPACING
Distance between center lines of end posts.

ENDWALL
An exterior wall that is perpendicular to the ridge and parallel to the gable of the building.

EXTERIOR BAYS
Last frame spacing on either end of the building measured from the building line (outside face of girt) to the center line of the first interior frame.

HAUNCH
The area of increased depth of the column or rafter member which is designed to account for the higher bending moments that occur at such places. Typically, this occurs at the rafter-to-column connection.

POST-AND-BEAM ENDFRAME
A structural framing system used at the endwall which is composed of corner post, end post, and rake beams.

RAFTER
A fabricated member, with parallel flanges, that extends from the haunch member to the frame ridge. Any beam, in general, used in a primary frame.

RIDGE
Apex of building.

RIGID FRAME
A clear-span structural frame consisting of straight or tapered sections whose rafter-to-column connection stabilizes the frame with respect to imposed loads. This frame is designed in accordance with AISC Type I construction.

ROD BRACING
Rods are used in conjunction with purlins and girts to form a truss-type bracing system located in both roof and wall planes.

ROOF PURLIN
A roof secondary member that is secured to frame rafters and supports the roof covering.

ROOF SYSTEM
The exterior roof surface consisting of panels, closures, and attachments.

SIDEWALL
An exterior wall that is parallel to the ridge and sidewall of the building.

WALL GIRT
A horizontal wall secondary member that is secured to columns and supports the wall covering.

WALL SYSTEM
The exterior wall surface consisting of panels, closures, and attachments.