Copy of `HancockJoist - Structural Glossary`
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HancockJoist - Structural Glossary
Category: Architecture and Buildings > JOIST AND STRUCTURAL GLOSSARY
Date & country: 12/09/2008, USA Words: 598
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LeewardThe direction toward which the wind is blowing, which is opposite the side from which the wind blows. Opposite of windward.
Lean-ToA structure depending upon another structure for support and having only one slope such as a shed.
Lateral BracingMembers, fasteners, or welds which brace a member at certain locations to prevent lateral movement.
Lamellar TearingIs a separation or crack in the base metal caused by through-thickness weld shrinkage strains of adjacent weld metal.
Lateral BucklingAlso called lateral-torsional buckling. This is buckling of a member involving lateral deflection and twist.
KSF (Kips per Square Foot)Is 1000 kips per square foot. [] [L]
KSI (Kips per Linear Foot)Is 1000 pounds per square inch.
Knife Plate SeatA vertical plate used as a joist seat whose width is small for bearing purposes. It is used for hip and valley bearing conditions, canted seat conditions, and extreme skewed conditions.
KiloSI prefix for 10^3 or 1000.
KipA unit of weight equal to 1000 pounds.
Knee BraceA structural brace positioned diagonally between a beam or column and a joist panel point.
KickerA structural member used to brace a joist or beam usually at an angle.
Key PlanA small reference plan or outline of the whole building on each plan sheet divided into smaller areas for which each sheet is drawn. It can also show different sequences, phases, sheet number that area is drawn on, etc.
KCS JoistIs a K-Series joist that is designed to support uniform load plus concentrated loads or other non-uniform loads.
KerfThe width of a cut produced during a cutting process.
Joist SubstituteA structural member which is intended for use at very short spans (10 feet or less) where open web steel joists are impractical. They are usually used for short spans in skewed bays, over corridors, or for outriggers. It can be made up of two or four angles to form channel sections or box sections. See Angle Unit. [] [K]
Joist SpacingThe distance from one joist to another.
Joist ManufacturerThe producer of joists or joist girders who is SJI approved.
Joist Girder DesignationA standard way of communicating the girder design loads such as 48G6N10.5K where the first number is the nominal girder depth at midspan, 6N is the number of joist spaces on the span of girder, and 10.5K is the kip load on each panel point of the girder. The approximate dead load weight of the member is included in the kip load. See Joist Designati...
Joist GirderA primary structural load-carrying member with an open web system designed as a simple span supporting equally spaced concentrated loads of a floor or roof system acting at the panel points of the joist girder and utilizing hot-rolled or cold-formed steel.
Joist DesignationA standard way of communicating the joist safe uniformly distributed load-carrying capacities for a given span such as 16K5 or 24K10 where the first number is the nominal joist depth at midspan and the last number is the chord size. See Longspan Designation and Joist Girder Designation.
Joint PenetrationThe minimum depth the weld metal extends from its face into a joint.
JoistA structural load-carrying member with an open web system which supports floors and roofs utilizing hot-rolled or cold-formed steel and is designed as a simple span member.
JobsiteThe specific location where a structure is being build.
JointThe area where two or more ends or surfaces are joined by a weld or other fastener. See Panel Point.
JigA device which holds work or pieces of materal in a certain position until rigidly fastened or welded during the fabrication process.
Jib CraneA cantilevered boom or beam with a hoist and trolly used to pick up loads in all or part of a circle around which it is attached
JBEAbbreviation for 'Joist Bearing Elevation'.
Jack TrussA joist girder that is supporting another joist girder.
IsotropicA material having equal physical properties along all axes. [] [J]
Internal PressureThe pressure inside a building which is a function of the wind velocity and the number and locations of openings.
Interior BearingBearing supports which are interior to two exterior supports.
Intermittent WeldA weld which is not continuous. It is broken by recurring unwelded spaces.
InsulationAny material used to reduce heat transfer in a roof or building.
InstabilityA condition reached when a structure or structural member is loaded in which continued deformation results in a decrease in its load-resisting capacity.
Influence LineAn influence line is a curve whose ordinates give the values of some particular function (shear, moment, reaction, etc.) in an element due to a unit load acting at the point corresponding to the particular ordinate being considered. Influence lines for statically determinate structures are straight lines and for statically indeterminate structures ...
Inflection PointRepresent a point of zero moment in structural member.
Impact WrenchA pneumatic device used to tighten nuts on bolts.
InclusionsNonmetallic material which is entrapped in sound metal.
Inelastic ActionDeformation of a material which does not disappear when the force that produced it is removed.
Impact StrengthThe ability of a material to absorb the energy of a load delivered rapidly to a member.
Impact LoadA weight that is dropped or a dynamic load generated by movement of a live load such as vehicles, craneways, etc.
Impact FactorThe factor by which the static weight is increased by dynamic application.
Ice DamA dam or blockage formed on a roof by the buildup of ice along the eave of a building.
HysteresisA term that describes the behavior of a structural member subjected to reversed, repeated load into the inelastic range whose plot of load verses displacement is characterized by loops. The amount of energy dissipated during inelastic loading is indicated by the enclosed area within these loops. [] [I]
HP ShapesA hot rolled shape with symbol HP used for bearing piles which have essentially parallel flanges and equal web and flange thickness.
Hot-Rolled ShapesStructural steel sections which are formed by rolling mills from molten steel which can be angles, channels, W Shapes, S Shapes, etc.
Horizontal BridgingA continuous angle or other structural shape connected to the top and bottom chord of a joist horizontally whose l/r ratio cannot exceed 300.
Horizontal Shear StressIs zero at the outer fibers of a section and is maximum at the neutral axis. It tends to cause one part of the section to slide past the other. Formula: Horizontal Shear stress (in psi)=(V * Q)/I*t, where 'V' is the external vertical shear on the section in lbs, 'I' is the moment of inertia of the section in inches^4, 'Q' is the statical moment abo...
Hooke's LawThe linear relationship of forces and deformations, or stresses and strains.
Homogeneous MaterialA material having the same engineering design properties throughout.
HoistA chain or electric lifting device usually attached to a trolly which travels along a monorail or bridge crane.
Hip RoofA roof which slopes from all four sides of a building. The line where two adjacent sloping sides intersect is called the 'hip'.
Hip and ValleyA system of roof framing where support members form valleys and ridges.
Hinge SupportThis type of support has one degree of freedom, it can freely rotate about its axis but it cannot displace in any direction. Two mutually perpendicular reactive forces exist at the hinge and their lines of action pass through the center of the hinge. See Pin Connection or Support.
High Strength SteelStructural steel having a yield stress greater than 36,000 pounds per square inch.
High Strength BoltsA structural steel bolt having a tensile strength greater than 100,000 pounds per square inch, usually A325 or A490.
HeelThe outside point of a structural angle where the two perpendicular legs intersect.
HardnessIs a measure of the resistance of a material to scratching and indention.
HeaderA structural member located between two joists or between a joist and a wall which carries another joist or joists. Usually made up of an angle, channel, or beam with saddle angle connections on each end for bearing.
Gusset PlateA steel plate used to connect structural steel members or to reinforce members. It is usually inserted between the top or bottom chord of a joist or joist girder. [] [H]
GirtA horizontal structural member that is attached to the sidewall or endwall columns supporting sheeting or paneling.
GradeThe ground elevation around a building.
Grillage BeamA short beam used like a bearing plate to distribute large reactive loads to a wall such as the load from a joist girder.
GirderA main horizontal, primary structural member spanning between two main supports which carries other members or vertical loads.
GambrelA roof having two slopes on each side, the lower slope usually steeper than the upper one.
GalvanizedThe process of coating steel with zinc for corrosion resistance.
Gage1) The thickness of a sheet of deck or 2) The distance from centerline hole to centerline hole across a set of holes, usually perpendicular to the joist or joist girder.
Gable JoistA non-standard type of joist where the top chord is double pitched at an extreme pitch (say 3/12) and the bottom chord is straight or level.
GableThe triangular portion of a roof located above the elevation of the eave line of a double sloped roof.
FrequencyA measure of floor vibration. It is the speed of the oscillations of vibration and is expressed in cycles per secong or Hz (Hertz). [] [G]
Free-Body DiagramA diagram on which all of the external forces acting on a body are shown at their respective points of application.
Framing PlanFloor or roof plans that identify individual marks, components, and accessories furnished by the joist manufactures in a detailed mannner to permit proper erection of the joist and joist girders. See Erection Plan and Placing Plan.
Framed OpeningHeaders or other structural members which surround an opening in a roof which can be for mechanical units, straiwells, etc.
FoundationThe substructure which supports a building or other structure.
FrameA structural framing system consisting of members joined together with moment or rigid connections which maintain their original angular relationship under load without the need for bracing in its plane. See Rigid Frame.
FootingA concrete pad or mat located under a column, wall, or other structural member that distributes loads from that member into the supporting soil.
FMS (Factory Mutual System)A leader in property loss prevention engineering and adjustment. It helps companies prevent and control property loss through research, engineering, and education.
Folding PartitionA moveable wall on a track suspended from a joist or beam which usually folds like an accordion and can be stored in a closet or pocket in a wall.
FluteThe fold or bend in a sheet of deck which forms a groove or furrow.
FlashingPieces of sheet metal or the like used to cover and protect joints, etc. where a roof comes in contact with a wall or chimney.
FlangeThe projecting edge of a structural member.
Flange BraceA structural bracing member used to provide lateral support to the flange of a beam, the bottom chord or a joist girder, or a column.
Fixed-End SupportA condition where no rotation or horizontal or vertical movement can occur at that end. This type of support has no degrees of freedom. Three reactive forces exist at the rigidly fixed end. See also Rigid Connection.
Fire-ResistanceThe ability of a joist or other structural member to resist a fire due to the type of protection it has, such as membrane protection or spray on protection. There are hundreds of floor-ceiling or roof-ceiling assemblies with their fire-resistance rating given in the Underwriters Laboratory Fire Directory.
Fire ProofingThe process of coating a structural steel member with a fire retardant material to make the member resistant to fire.
Finish StripA roof deck accessory made out of gage metal for finishing out runs of deck for small areas of coverage where full sheet coverage is impractical.
FinishIn deck terminology, the coating on the deck sheet, i.e., galvanized, painted, or unpainted.
Field WeldThe specific term used for the welding of structural members out at the actual jobsite and not in a fabricators shop.
FillerA rod, plate, or angle welded between a two angle web member or between a top or bottom chord panel to tie them together usually located at the middle of the member. See Tie or Plug.
FieldA term used for the jobsite or building site where construction of the project will take place.
FastenerTerm for a connecting device such as a weld, bolt, rivet, etc.
FCAbbreviation for 'Field Cut'.
FasciaThe flat surface located at the outer end of a roof overhang or cantilever end or also a decorative trim or panel which projects from the face of a wall.
Factored LoadThe product of the nominal load and a load factor.
FarsideFor joists and joist girders, when looking at the member with the tagged end to the right, it is the side that is opposite the side you see first.
Factor of SafetyIs the ratio of the ultimate load for a member divided by the allowable load for a member and must always be greater than unity.
FabricationThe manufacturing process to convert raw materials into a finished product by cutting, punching, welding, cleaning, and painting.
Extended EndThe extended part of a joist top chord with also the seat angles extended from the end of the jost extension back into the joist maintaining the standard 2 1/2 inch end bearing depth over the entire length of the extension. [] [F]
Expansion JointA break in construction or a special design detail to allow for thermal expansion and contraction of the materials of a structure.