Web Steel Buildings NW LLC wants to be sure our customers always have the information they need. One area that we have found to be helpful to our new steel building customers is a glossary of terms. Having access to the definition to many of these terms can help you in successfully communicating what you want in your new steel building. If you would like to review a listing of some of these more common terms, please select here:
An A-307 steel bolt embedded in the concrete footing to anchor the base plate of the frame leg.
A steel member bent at 90 degrees, which usually has holes drilled through that allow for braces or bolts to pass through. The terms Angle Steel or Angle Bracket are sometimes used.
A plate attached to the bottom of columns and frames which rests on a foundation or other support, usually secured by anchor bolts.
The space between the mainframes, measured from the centerline of one truss to the centerline of the next truss.
Dimensional lumber nailed in place between girts and purlins as additional reinforcement, support, or closure.
Condensation Control Blanket. A blanket style insulation with fiberglass on one side and vapor barrier facing on the other (generally white) designed specifically for metal buildings.
A reference line showing the center of a component and/or assembly.
The angle members that run parallel to the slope of the roof in the vaulted truss. The chord on top is called the Upper Chord, and the one below is called the Lower Chord.
The exterior metal roof and wall paneling of a Metal Building System.
A flat steel plate with multiple holes, welded to the truss leg or span. Used as the attachment point for girts and purlins. For more information, see Girt Clip and Purlin Clip.
A resilient foam strip, formed to the contour of ribbed panels and used to close openings created by ribbed panels joining other components.
A mainframe member used in a vertical position on a building to transfer loads from main roof beams, trusses, or rafters to the foundation.
See Purlin Clip, and reference 4”x8”x3/16” plate.
A steel member, usually a tube, at the corner of the building, which holds both sidewall girts and endwall girts. It has Corner Clips welded to it.
The bend of a board as it stands on edge.
A tapered pin used during erection to align holes in steel members to be connected by bolting. See spud wrench.
Material used to buffer the building supplies against shifting and breakage during transport.
The line along the sidewall formed by the intersection of the planes of the roof and wall.
The vertical dimension from finished floor to the eave.
A structural member located at the eave of a building which supports roof and wall paneling.
The final purlin at the lowest point of the roof. The edge purlin is parallel to the walls of the building, rather than perpendicular to the roof like the other purlins.
The bays adjacent to the endwalls of a building.
A frame located at the endwall of a building which supports the loads from a portion of the end bay.
Exterior wall which is parallel to the interior main frame of the building.
A vertical member located at the endwall of a building which supports the girts. In beam and column end frames, endwall columns also support the beam.
The projection of the roof beyond the plane of the endwall or sidewall.
The crisscrossing network of angle braces that supports the building. The WSBNW vaulted frame is comprised of four sections; two (2) trusses, and two (2) frame legs.
See girt brace and purlin brace.
The legs on which the truss span is supported. Secured to the concrete footings with headed anchor bolts.
The triangular portion of the endwall from the level of the eave to the ridge, or “peak”, of the roof.
Steel coated with zinc for corrosion resistance.
A horizontal structural member that is attached to frame legs and endwall columns and supports paneling.
A length of angle steel which bolts to the frame leg or endwall column at a predetermined point and is secured to the bottom of the corresponding girt to provide stabilization for that leg or column.
A 4”x5”x3/16” steel plate with six holes, each 1″ from the edge of the plate.
The horizontal framing member located at the top of a framed opening.
The vertical framing members located at the sides of an opening. Also known as a “trimmer”.
The piece of 2×6 (2×8 in rare cases) dimensional lumber to which the holdown fixtures of a shearwall panel are attached.
The direction parallel to the ridge or sidewall.
An assemblage of rafters and columns that support the secondary framing members and transfer loads directly to the foundation.
A rigid frame so designed that it offers rigidity and stability in its plane. Generally used to resist longitudinal loads where other methods are not permitted. Used in lieu of X-bracing and shear walls.
One of many members for buildings with extended eaves that extends parallel to the Endwalls off the Frame Trusses and C-Channels to the length of the extended eaves.
One of two purlin clips welded at the edges of rafters and frame trusses. These are part of the vaulted building when it has extended eaves, and allows the purlins to be attached at a perpendicular angle to the rest of the purlins. For more information on how this works, see sheets S4 and S5, and section 5 of this manual.
The ‘skin’ of the building. The metal parts made of cold rolled steel with ribs for rigidity and strength. Comes in various colors, thickness and profiles. See ‘cladding’.
The highest point of the building, uppermost point of a gable. Also, the top of the truss in the center of the building.
The description of the slope of the roof expressed in inches-of-rise per length-of-run. A 3:12 pitch equals 3 inches of height per 12 inches of length.
A cut made perpendicular to the horizontal plane.
A horizontal structural member which supports roof covering, attached to the top chord of the trusses and the endwall rafters.
A length of angle steel which bolts to the frame truss at a predetermined point and is secured to the downhill side of the corresponding purlin to provide stabilization for that half span. Usually only one side of the truss needs a brace, but sometimes two are required. Check sheets N2 and 7 for details.
A steel plate, either 4”x6 1/2″x3/16 with eight holes or 4”x8”x3/16” with ten holes. Both have holes that are 1” from the edge of the plate to the center. The former is used for 2×8 and 2×10 purlins, and the latter is used for 2×12 purlins.
The piece of 2x equal to the width of the purlins and which is attached to the ends of the purlins. On a building with extended eaves the gable trim combination covers the fascia.
A C-Channel member in the endwall, which bolts into the corner column and the endwall columns. Sometimes referred to as Endwall Rafter.
The longitudinal raised profile of a panel that provides much of the panel’s bending strength.
Any material which is used to seal cracks, joints or laps.
A type of screw used to attach one steel component to another, e.g., steel purlins to steel clips, or roofing to steel purlins.
The force tending to make two contacting parts slide upon each other in opposite directions parallel to their plane of contact.
A structural assembly, usually made with a plywood face, which provides for the overall stability of the building and receives wind loads from more than one surface; a lateral load resisting wall in lieu of x-bracing.
A piece of steel or wood used to level base plates or align columns or beams.
An exterior wall which is perpendicular to the frames of a building.
Pressure treated lumber (because of its contact with the slab) used essentially as the bottom girt.
Concrete poured monolithically (all at one time) with a footing to provide the floor and the foundation support for the building.
The tightness of a bolt in a connection that exists when all plies in a joint are in firm contact.
See drift pin. Tool used to line up holes; a wrench with a tapered handle.
Screws used to secure metal to metal. Typically used to attach ridge cap and other trim pieces to the panels.
A builder made spacing device, used to keep the girts parallel during assembly, particularly while applying the sidewall panels.
The steel debris created by using friction saws, abrasive discs, drills and the like on steel roof and wall products. If left on the surface of coated steel, swarf will corrode the steel and cause rust stains.
Through-Fastened Roof System
One in which the roof panels are attached directly to the roof substructure (purlins) with fasteners which penetrate the roof sheets and into the substructure.
The direction parallel to the main frames.
The light gauge metal used in the finish of a building, especially around openings and surface intersections. Often referred to as flashing.
A rigid framework for supporting a roof. Top half of the vaulted frame.
A method for pre-tensioning high-strength bolts. The nut is turned from ‘Snug tight’ position, corresponding to a few blows of an impact wrench or the full effort of a man using an ordinary spud wrench, the amount of rotation required being a function of the bolt diameter and length. See page 4-8 for further details.
One of the many different materials which lay over the purlins and under the roof panels and designed to decrease the sweating effect caused by temperature differentials from outside to the inside of the building.
Wood Grip Screws
A hex-head screw with a neoprene washer used to attach siding and roofing panels to the girts and purlins.
Cable bracing used in the plane of the roof and walls to transfer loads. Applied in a ‘crisscross’ manner across the width of the bay.