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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W ShapesA hot rolled shape called a Wide Flange Shape with symbol W which has essentially parallel flange surfaces.
X-BraceStructural bracing which resembles the letter 'X'. [] [Y]
S ShapesA hot rolled shape called an American Standard Beam with symbol S.
P-Delta EffectThe secondary effect of column axial loads and lateral deflection on the moments in structural members.
M ShapesA hot rolled shape called a Miscellaneous Shape with symbol M that cannot be identified as W, HP, or S Shapes.
K-Series JoistA series of joist adopted in 1986 based on a load/span type of determination.
K-DistanceThe distance from the outside fiber of a rolled steel beam to the web toe of the fillet of a rolled shape.
J-Series JoistA series of joist adopted in 1961 so proportioned that the allowable tension or bending stress does not exceed 22,000 psi and was made from A36 steel.
H-Series JoistA series of joist adopted in 1961 so proportioned that the allowable tension or bending stress does not exceed 22,000 psi or 30,000 psi depending on whether 36 ksi or 50 ksi yield steel was used.
G-Type Joist GirderA type of Joist Girder where joists are located at panel points where diagonal webs intersect the top chord only.
C ShapesA hot rolled shape called an American Standard Channel with symbol C.
Young's ModulusSee Modulus of Elasticity. [] [Z]
Yield Point (Fy)Is that unit stress at which the stress-strain curve exhibits a definite increase in strain without an increase in stress which is less than the maximum attainable stress.
WTA hot rolled structural tee shape with symbol WT which is cut or split from W Shapes. [] [X]
WSD (Working Stress Design)A structural design method whereby a structural element is designed so that the unit stresses computed under the action of working or service loads do not exceed the specified allowable values. See Allowable Stress Design and Elastic Design.
Working PointThe point where two or more centroid lines of structural members intersect.
WRC (Welding Research Council)This organization conducts cooperative research in welding with interested scientific societies, government departments, and any company using welded products.
WindwardThe direction or side toward the wind. Opposite of leeward.
Working DrawingsThe complete set of architectural drawings prepared by a registered architect.
Working LoadAlso called service load, is the actual load that is acting on the structure.
Wind LoadA force or lateral pressure in pounds per square foot that is applied to a member due to wind blowing in any direction.
Welding WasherA metal device with a hole through it to allow for plug welding of deck to structural steel.
Wind ColumnA vertical member supporting a wall system designed to withstand horizontal wind loads. Usually between two main vertial load carrying columns.
WeldingThe process of joining materials together, usually by heating the materials to a suitable temperature.
WeldabilityIs the ability of a steel to be welded without its basic mechanical properties being changed.
Welded SpliceA splice between two materials which has the joint made continuous by the process of welding.
Web CripplingThe local failure of a web plate in the region of a concentrated load or reaction.
Web BucklingThe buckling of a web plate.
Web ConfigurationThe arrangement of the actual web system of a joist or joist girder which can be shown with a profile view of the member.
Web1) The vertical or diagonal members joined at the top and bottom chords of a joist or joist girder to form triangular patterns or 2) The portion of a structural member between the flanges.
Weak AxisThe cross section which has the minor principal axis.
Weathering SteelA type of high-strength steel which can be used in normal outdoor environments without being painted. Should not be used in corrosive or marine environments.
Wall CoveringThe exterior wall skin consisting of sheets or panels.
WasherA flat ring of metal with a hole in the middle used to give thickness to a joint or to distribute pressure under the head of a nut or bolt.
Wall AnchorA small piece of angle or other structural material that is usually bolted to a wall to which a starter joist or bridging angle is welded or bolted to.
VibrationThe oscillating, reciprocating, or other periodic motion of a rigid or elastic body or medium such as a floor when its position or state of equilibrium has been changed. [] [W]
WallA vertical or near vertical structure which encloses or separates spaces and may be used to resist horizontal or vertical forces or bending forces.
Varying Distributed LoadA load or force, for practical purposes, that may be considered varying over the surface of the member, for example a snow drift.
VG-Type Joist GirderA type of Joist Girder where joists are located at panel points where vertical webs intersect the top chord only. This type of girder is used for ducts to pass thru since the joists do not interfere with their passage.
Vapor BarrierA physical membrane which prevents moisture or water vapor from penetrating to the other side.
Upstanding LegThe leg of a structural angle which is projecting up from you when viewing. [] [V]
ValleyThe angle formed by two sloping sides of a roof.
Value EngineeringThe application of the Scientific Method to the study of selecting the optimum or best system that meets the need of the customer.
Uplift BridgingThe bridging required by uplift design. Usually always required at the first bottom chord panel point of a K-Series, LH- or DLH-Series joist and at other locations along the bottom chord as required by design.
UpliftThe wind load on a member which causes a load in the upward direction. The gross uplift is determined from various codes and is generally a horizontal wind pressure multiplied by a factor to establish the uplift pressure. The net uplift is the gross uplift minus the allowable portion of dead load including the weight of the joist and is the load th...
UNOAbbrevation for 'Unless Noted Otherwise'.
Uniformly Distributed LoadA load or force, for practical purposes, that may be considered constant over the entire length or partial length of the member.
UnderslungDescription of a joist which is suspended from upper support points where most of the mass of steel is below the actual support points.
Unbraced Top ChordThe specific length where the top chord of a joist has no lateral bracing by deck, bridging, or any other means.
UndercutA notch or groove melted into the base metal next to the toe or root of a weld and left unfilled by weld metal.
Unbraced LengthThe distance between points of bracing of a structural member, measured between the centers of gravity of the bracing members.
Ultimate Strength DesignSee LRFD.
Unbraced FrameA frame providing resistance to lateral load by the bending resistance of the frame members and their connections.
Ultimate StrengthThe maximum stress attained by a structural member prior to rupture which is the ultimate load divided by the orginial cross-sectional area of the member.
Ultimate LoadThe force necessary to cause rupture.
UBC (Uniform Building Code)A minimum model regulatory code for the protection of public health, safety, welfare and property by regulating and controlling the design, construction, quality of materials, use, occupancy, location and maintenance of all buildings and structures within a jurisdiction.
TurnbuckleA rotating sleeve or link with internal screw threads at each end and used to tighten or connect the ends of a rod.
Turn-of-the-Nut-MethodA method for pre-tensioning high-strength bolts by the rotation of the wrench a predetermined amount after the nut has been tightened to a snug fit. [] [U]
TubeA hollow structural steel member shaped like a square or rectangle used as a beam, column, or for bracing. Usually the nominal outside corner radius is equal to two times the wall thickness.
TrussIn general, a structural load-carrying member with an open web system designed as a simple span with each member designed to carry a tension or compression force. The entire structure act will act like a beam.
Trimmer JoistOne of the joists supporting a header. The header applies a concentrated load at that point on the trimmer joist.
Tribuitary Width or AreaThe design area which contributes load to a structural member. It is one half the distance between members on either side of the member.
TransverseCrossing from side to side or placed crosswise.
TOSAbbreviation for 'Top of Steel'.
ToughnessThe ability of a steel to absorb large amounts of energy without being readily damaged.
Torsion LoadsA load that causes a member to twist about its longitudinal axis. Simple torsion is produced by a couple or moment in a plane perpendicular to the axis.
Torque WrenchA wrench containing an adjustable mechanism for measuring and controlling the amount of turning force exerted when used to tighten nuts and bolts.
Top Chord Extension (TCX)The extended part of a joist top chord only. This type has only the two top chord angles extended past the joist seat. See Overhang.
Top Chord BearingThe bearing condition of a joist or joist girder that bears on its top chord seat.
TonA unit of weight equal to 2000 pounds.
Top ChordThe top member of a joist or joist girder.
Toe of WeldThe junction between the face of a weld and the base metal.
ToeThe outside points of each leg of a structural angle.
Toe of Fillet1) The end or termination edge of a fillet weld 2)The end or termination edge of a rolled section fillet.
Tilted JoistA joist which is supported in a manner such that the vertical axes of the joist is not perpendicular with respect to the ground.
Tie JoistA joist that is bolted at a column.
TieA 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 Filler or Plug.
Tensile StrengthOr ultimate strength, is the largest unit stress a material can achieve in a tensile test.
Thermal BlockA spacer which has a low thermal conductance.
ThrustThe horizontal component of a reaction or an outward horizontal force.
TensionA condition caused by the action of stretching or pulling of a component.
Tensile StrengthThe longitudinal pulling stress a material can withstand without tearing apart or the maximum tensile stress the material can sustain.
TeeA hot rolled shape with symbol T and is shaped like a 'T'.
Tempory StructureAnything which is built which will not become part of the permanent structural system and will eventually be removed before or after the completion of the structure.
Tangent ModulusThe slope of the stress-strain curve of a material in the inelastic range at any given stress level.
SweepThe curvature of a structural member in the perpendicular transverse direction of its vertical axis. [] [T]
Tagged End (T.E.)This is the end of a joist or joist girder where an identification or piece mark is shown by a metal tag. The member must be erected with this tagged end in the same position as the tagged end noted on the erection plan.
Sump PanA metal deck accessory used at drain locations to close the opening where holes are cut in the metal deck.
Superimposed LoadUsually means a load that is in addition to the dead weight of the bar joists and bridging.
SuctionA partial vacuum due to wind loads on a building which cause a load in the outward direction.
StrutA structural member used as a brace to resist axial forces.
StudA wood or metal vertical wall member to which exterior or interior covering material may be attached. It can be either load bearing or non-load bearing.
Structural SteelsA large number of steels that are suitable for load-carrying members in a variety of structures because of strength, economy, ductility, and other properties. Strength levels are obtained by varying the chemical composition and by heat treatment.
StructureA mechanism designed and built or constructed of various parts jointed together in some definite manner to carry loads and resist forces.
StringerIn buildings, a structural member supporting stair steps.
Strong AxisThe cross section which has the major principal axis.
StressAn internal force that resists a load. It is the intensity of force per unit of area, i.e., psi (pounds per square inch).
Stress ConcentrationA localized stress which is considerably higher than average due to sudden changes in loading or sudden changes in geometry.
Strain HardeningThe condition when ductile steel exhibits the capacity to resist additional load than that which caused initial yielding after undergoing deformation at or just above the yield point.
StoryThat portion of a building which is between the upper surface of any floor and the upper surface of the floor next above.