Copy of `Corus - Construction industry glossary`
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Corus - Construction industry glossary
Category: Architecture and Buildings > Construction industry
Date & country: 03/12/2007, UK Words: 319
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Y-Y AxisThe vertical axis through the centroid of a cross section.
I SectionSection with central web, two equal parallel flanges perpendicular and the overall depth exceeds 1.2 times the width of the flange.
X-X AxisThe horizontal axis passing through the centroid of a cross section (note the axis convention alters with EBN1993).
Zinc CoatingSee Galvanising.
H SectionH shaped hot rolled section having one central web, two equal parallel flanges perpendicular to the web, and the overall depth does not exceed 1.2 times the width of the flange. (See BS4: Part 1 Universal beam universal column, joist.)
Yield StressThe tensile stress beyond which the steel behaves in a non elastic manner.
Young'S ModulusThe ratio of stress to strain within the linear elastic range.
WebCentral section of a H, I or J section, central vertical plate of a plate girder.
Wind LoadThe force on a structure due to wind pressure effects. (See British Standard CP3 Chapter 5.)
Warren GirderA parallel chord triangulated frame with diagonal internal members.
WasherA flat steel ring placed under a bolt head or nut to distribute pressure and avoid damage on tightening the connection.
Vierendeel FrameA rectangular framed girder with parallel top and bottom chords divided into panels by verticals with fixed joints.
WalkwayA narrow footway supported by the main structure to provide access to a maintenance platform.
Vector QuantityA quantity that has both magnitude and direction.
VibrationA series of oscillations of a member or structure initiated by impact of a load on the member.
Ultrasonic Weld TestingA process using ultrasound to detect flaws within the body of a weld.
UnderpinTo provide a new support under an existing structure without removal of the super structure.
Universal SectionA range of hot rolled sections of I and H section with parallel flanges.
Ultimate Limit StateSee Limit State.
Ultimate StressThe stress at which fracture in steel occurs. (This is not a metallurgist's definition.)
Torque WrenchA wrench calibrated to tighten a nut to a specified torque before slipping.
TrussA plane triangulated frame commonly used to support a roof structure.
Tube ChsHot rolled hollow circular section with welded seam.
Tension StructureA structural framework with principal support system comprising of tension members.
TieTension member.
TorqueMoment causing twisting of the cross section.
Temperature EffectsChanges of geometry and state of stress in a member induced by differences of ambient temperature.
TensionAn axial force, which when applied to a member tends to increase its length.
Tension Field ActionThe ability of a web to carry additional shear loads in the post buckling range.
SwaySideways movement induced in a structural frame by an applied system of forces.
Tee, Hot RolledStructural shape comprising a horizontal member (table) and a central vertical web (stalk, stem) which may be formed by cutting along the longitudinal axis of I or H Section.
Suspended Span BeamA beam spanning between two other beams.
Surface PreparationProcess of cleaning steelwork to a suitable standard prior to the applications of a first protective coating.
Superimposed LoadAny applied load other than dead load.
SurefastA construction system developed by Corus that comprises Bi-Steel panels connected by a unique 'slot and lock' system enabling the rapid erection of building structures.
Submerged Arc WeldingAn automatic or semi-automatic welding process where the arc is covered in flux (usually granular).
StrutA member carrying predominantly compressive loads.
Structural Hollow Section (Shs)General term applied to hot rolled circular rectangular and square structural sections.
Stress IntensityForce per unit area on cross section.
StripNarrow thin sheet steel produced by a continuous rolling process.
Structural CasingReinforced concrete casing to a structural steel member to enhance its load carrying capacity (See BS5950: Part 1.)
StiffenerA component fitted to a main member to strengthen it locally against buckling or crushing, or designed to transmit load and prevent local instability at flange web junction of a beam or column.
StrengthResistance to failure by yielding or buckling.
StandardSee British Standard.
Static LoadA non-cyclic load that produces no dynamic effect.
StayA light structural member between two other members providing positional restraint.
StabilityResistance of the structure or part of the structure to overturning or overall failure.
StanchionSee column.
Space FrameA three dimensional structure.
Spandrel BeamEdge beam.
SpecificationA comprehensive written description of a structure, which details all aspects including, materials, equipment, plant structure, quantities, finishes and workmanship.
Slip ResistanceThe limit of shear that can be applied before slip occurs in a friction grip connection.
Snow LoadImposed load due to snow fall. (An allowance for maintenance is set out in BS6399.)
Slender SectionA section which can not be loaded to cause yield at the extreme fibres because of premature buckling.
Slenderness RatioThe effective length of a member divided by the appropriate radius of gyration.
Sliding ConnectionUsually applied to a beam connection which allows the beam to slide along its axis, while still being supported vertically.
Slab BaseA square or rectangular base plate for the spread of axial load over an area of concrete at a safe working pressure.
Shrinkage Due To WeldThe amount by which a welded joint or member reduces in length on cooling.
Simply Supported BeamA single beam with ends free to rotate at the supports.
Shop WeldedA welded connection completed in a fabricator's works.
Shouldered BoltA bolt which has the thread diameter several millimetres less than the shank diameter. In this way a shoulder is formed where the bolt shank has been machined down to receive the smaller diameter thread.
Shop BoltedA bolted connection completed in a fabricator's works.
ShimsSteel plate used to take up tolerance, usually referring to column base plates or bearings.
Sheet SteelThin steel plate produced by a continuous rolling process.
Sheradised BoltsBolts protected against corrosion by applying a fine layer of zinc. Painting is subsequently required for exposed steel.
ShedSingle storey pitched roof building normally used for industrial or warehouse.
Sheet PileAn interlocking pile driven side by side to form a wall to retain water or restrain strata.
ShapeProfile of a section.
Shear ForceAn internal force acting normal to the longitudinal axis, and is given by the algebraic sum of all forces to one side of the section chosen.
ShaftLarge vertical duct used for housing services or lifts.
ServiceabilityThe limit state which when exceed can lead to the structure being unfit for its intended use.
Semi Compact SectionA cross section in which the stress at the extreme fibres should be limited to yield as local buckling would prevent the development of full plastic moment capacity in the section.
Semi-Rigid DesignA design in which some degree of connection stiffness structure being unfit for its intended use.
Sealing PlateA plate used to seal a hollow section to prevent water and air entering.
Section ModulusSee Modulus (for Elastic Modulus and Plastic Modulus).
ScrewRound base with a forged head, the shank being threaded to its full length.
SagVertical deflection of a beam below the datum level.
Sagging MomentAn applied bending moment causing a sagging deflection in the beam.
ScaffoldingTemporary framework providing access and working platforms for construction purposes.
RoofThe cladding envelope and structure above eaves level of a building.
Root RunThe first layer of a weld.
RsjRolled steel joist
Rolling SectionsMechanical process for producing finished shapes by passing steel billets through a system of rolls.
Rigid FrameAn indeterminate plane frame consisting of members with fixed end connections.
RiseIncrease in height per unit length of a roof.
RodA length of solid round steel of small diameter.
Ridge RoofJunction of roof slopes at the apex of a pitched roof.
RestraintLateral restraint of a beam is that which prevents the lateral movement of the compression flange of a beam. Torsional restraint is that which prevents rotations of a section about its longitudinal axis. Lateral restraint of a column is that which prevents movement of the compression member in a particular plane.
ReinforcementCrane rail is the track for running a traveling crane. Steel bars or welded mesh placed to reinforce concrete.
Residual StressStresses that are generated and exist in a section due to a manufacturing process.
ResistanceThe capacity of members to resist an action. (See also, Moment of Resistance.)
ReamingA type of drilling process by which a hole is made larger.
RafterStructural member forming the slop of a pitched roof. (Portal frame rafter, truss rafter.)
RailCladding rail is a secondary member forming part of the side wall framing supporting the vertical cladding.
Radiographic Weld TestingA photograph of the interior of the weld is used to detect flaws, using X-rays or radioactive isotopes.
Radius Of GyrationGeometrical property of cross section, (given by the square root of the second moment of area divided by the area of the section).
PurlinA secondary member in the plane of the roof and held in position by main roof members.
QualityGrade of sub-grade of structural steel. (See BS4360 for hot rolled sections.)
Quality AssuranceProcess by which all functions, workmanship and materials are monitored to ensure a particular standard is maintained. (See BS5750.)
Protection Of SteelworkA steelwork coating system or preventing deterioration of the environment. (See BS5493.)