
| ACCESSORY A building product which supplements a building such
as a door,
skylight, ventilator, etc. ANCHOR BOLTS Bolts used to anchor structural members to a foundation or other support. Typically refers to the bolts at the bottom of all columns and door jambs. AUXILIARY LOADS All specified dynamic loads other than the basic design loads which the building must safely withstand, such as cranes, material handling systems and impact loads. BASE ANGLE An angle secured to the foundation or to the top of a wall used to secure the bottom of the wall panels. BAY The distance between frame center lines, measured in the longitudinal direction of the building. BEARING FRAME An end frame utilizing corner columns, endwall columns, channel or hot-rolled rafter beams, which is designed to support one half of the end bay. BY-PASS FRAMING A wall framing system where the girts are mounted
on the
COLD FORMING The process of utilizing press brakes or rolling mills to shape and form steel into desired shapes at room temperature. COLLATERAL LOADS All specified additional loads other than the metal building, such as sprinkler systems, mechanical and electrical, and ceilings. DIAPHRAGM ACTION The resistance to racking provided by the panels, fasteners, and members to which they are attached. EAVE The line along the sidewall of a building formed by the
intersection of the
EAVE STRUT A structural member located at the eave of a building
which
ENDBAY The bay adjacent to the endwall of the building. Typically measured from the outside of the endwall girts to the centerline of the first interior main frame. END FRAME The frame at the endwall of a building designed to support the roof load of one half of the endbay. ERECTION The on-site assembling of fabricated components to form a complete structure. FIXED BASE A column base that is designed to resist rotation as well as horizontal and vertical movement. FOOTING A pad of concrete beneath a column, wall or other structural member, that is designed to distribute the loads from that member into the supporting soil. FOUNDATION The substructure which supports a building or other structure. FRAMED OPENING Framing members (headers and jambs) and flashing which surround an opening in a wall or roof of a building for field installed accessories such as overhead doors, windows, louvers, or roof mounted heating/cooling units. GABLE The triangular area of the endwall above the level of the eave to the ridge of the roof. GAGE The numerical designation for the thickness of the steel. GALVALUME Steel coated with a zinc-aluminum alloy for corrosion resistance. GIRT A horizontal structural member that is attached to sidewall or endwall columns and supports the panel system. HAIR PIN “V” shaped reinforcing steel used to transfer anchor
bolt shear to the
HAUNCH The deepened portion of a column or rafter designed to accommodate the higher bending moments at such points. KIP A unit of measure equal to 1,000 pounds. A term used by design engineers. KNEE The connecting area of a column and rafter of a structural
frame. More
LEAN-TO A structure having only one slope and relying on another
structure for
LENGTH The dimension of the building measured perpendicular to the main frames, measuring from outside of endwall to outside of endwall. LINER PANEL A metal panel attached to the inside flange of the girts or the inside panel of an insulated sandwich panel. LIVE LOAD The weight imposed on the building structure during the erection process and during routine maintenance. LOADS Forces that specifically designed for during the engineering
process. The common examples listed below are in alphabetical order, not
in order of importance.
MAIN FRAME The combination of rafters and columns that support the secondary framing members and transfer loads directly to the foundation. OIL CANNING A waviness that can occur in flat areas of sheeting
or trim. The
PEAK The uppermost point of a gable. PIECE MARK A number given to each separate part of the structure for erection identification. PIER A concrete structure designed to transfer vertical load
from the base of a
PORTAL FRAME A rigid frame structure designed such that it provides rigidity and stability in its plane. It is used to resist longitudinal loads when X-bracing is not permitted. PURLIN EXTENSION The projection of the roof purlins beyond the plane of the endwall to provide an overhang. RAFTER The main beam supporting the roof system. RAKE ANGLE An angle fastened to the top of the purlins at the rake for attachment of endwall panels. RIGID FRAME A structural frame consisting of members joined together
with
ROOF LIVE LOAD Loads that are imposed upon the structure during erection of the building or during maintenance, either by workers, equipment, or materials. ROOF SLOPE The angle generated by the comparison between the roof surface and the theoretical finished floor of a building. Typically expressed in inches of vertical rise to 12 inches of horizontal run. ROOF SNOW LOAD The load imposed on the roof of a building by the weight of snow. SCREWED DOWN ROOF Any roof system that utilizes a panel which
requires
SECONDARY FRAMING Members designed to transfer loads imposed
on the
SIDEWALL An exterior wall that is perpendicular to the frames
of the building,
STANDING SEAM PANEL A type of roof panel that has side laps designed
vertically to prevent water penetration. This type of panel does not utilize
fasteners, screws for attachment to the structure, thereby eliminating
or greatly reducing the opportunities for roof leaks, but rather uses concealed
clips for attachment to the
UPLIFT The forces acting on the building in an upward direction, caused by wind passing around and over the building. WIDTH The dimension of the building measured across the building from outside of eave strut to outside of eave strut, from sidewall to sidewall. WIND LOAD The load imposed on the building by wind from any horizontal direction. |
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Hale Construction,
Inc.
1990 South
Economy Road, Morristown, Tennessee 37813
P.O. Box
1674, Morristown, Tennessee 37816
Phone: (423)
587-2612
Fax: (423)
587-2208
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Last updated 7/16/011 by Don