earth, sheeting or bracing. Lateral Stability – That Magnet sales of a structural member that prevents it from twisting under load. Usually accomplished by bracing a memberNeodymium Magnets secondary framing, ties or struts. Leveling Plate – A square or rectangular steel plate

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Neodymium Magnets

fabricatedNeodymium Magnets pre-punched holes that match the anchor bolt spacing. Lip – A flange extension Live Load – The temporary load applied to a structure in addition to its own weight. (EG. People on roof, materials stacked on roof, snow, etc. It does not include wind loads, earthquake loads or dead loads. Loads – Anything that causes an external force to be exerted on a structural member. (EG. Dead, impact, roof live load, seismic, wind and crane. Load Bearing Walls – Any wall that bears its own weight as well as other weight from other sources such as building and wind. Longitudinal – Pertaining to length, running lengthwise. The longitudinal strength of a structural system is its resistance to forces coming from the end in a lengthwise direction. The bracing system provides most of the longitudinal strength of a building. Louver – An opening providedNeodymium Magnets slotted fins (fixed or moveable) to allow air flow. Masonry – Anything constructed of materials such as bricks, concrete blocks, etc. Mastic – See “Bead Mastic”. MBMA – magnets Building Manufacturers Association. Mezzanine – A second floor above the ground floor. Mild Steel – (Soft, low carbon). A grade of steel having a low percentage of carbon content and generally low strength. Mill Section – See “Hot-Rolled Shapes”. Moment – The tendency of a force to cause rotation about a point or axis. Moment Connection – A connection between two members which transfers the moment from one side of the connection to the other side and maintains under application of load the same angle between the connected members that exists prior to the loading. Also, a connection that maintains continuity. Moment of Inertia – A physical property of a structural member which helps define strength and deflection characteristics. Monorail – A single rail support for a material handling system. Normally a hot-rolled “I” beam. (EG-hoist) Multi-Gutter – See “Valley Gutter”. Mullion – A slender vertical bar between panes or section of windows, screens, etc. Non-Combustible – Not capable of burning. A non-combustible material or item will not support fire. Out to-Out – A term meaning overall dimensions. Overhang – See “Roof Overhang”. Panel – See “Covering”. Panel Line – The outer, or exterior, edge of panels attached building structural system. Parapet Wall – The portion of the vertical wall which extends above the roof line. Partition – A non-load bearing interior wall. It can sustain its own weight but does not support the ceiling or roof and does not withstand wind loads. Peak – See “Ridge”. Peak Box – The finish trim at the highest point of the rake. Perimeter – The total length of the distance around the outside of a building. Piece Mark – A number given to each component of the building for erection identification. Pier – A concrete structure designed to transfer vertical load from the column base to a footing. Pilaster – A projection from a masonry wall intended to support roof members or reinforce the wall to resist lateral loads; structurally it is treated as a pier, architecturally as a column. – Pin Connection – In structural analysis; the assumption that a member is connected to a foundation, structure or other member allowing free rotation. Pitch – Slope, to incline. The inclination of a roof. Usually stated in terms of vertical rise as compared to horizontal coverage, as 1: 12 refers to I foot rise for every 12 feet horizontally. Plastic Design – Design for steel based on multiplying the actual loads by a suitable factor of safety and using the yield point as the maximum stress in any member. Point Load – See “Concentrated Load”. Ponding – The gathering of water at low or irregular areas on a roof. Pop Rivet – See “Blind Rivet”. Portal Frame – A rigid frame structure that offers rigidity and stability in its plane. It is used to resist longitudinal loads where brace rods are not permitted. Post – See “End post”. Post and Beam Endwall – A system of endwall framing consisting of upright or vertical members (posts) supporting horizontal beamsNeodymium Magnets hinged connections to support V2 of the end bay roof load. Prepainted Coil – Coil steel which receives a paint coating prior to the forming operation. Prestressed – Usually applies to prefabricated concrete. Before concrete is hardened, the reinforcing steel is pulled or put in tension by jacks at the sides or ends of the concrete form. When the concrete hardens, the stretch of the steel is in tension while the concrete is in compression. Press Brake – A machine used in cold-forming magnets sheet or strip into desired shapes. Primary Framing – The main load carrying members of a structural system, generally the columns and rafters or other main support members. Primer Paint – The initial coat of paint applied in the shop to the structural framing of a building for protection against the elements during shipping and erection. PSF – Unit of measure expressed as pounds per square foot (psf). PSI – Unit of measure expressed as pounds per square inch (psi). Purlin – A horizontal secondary structural member bolted to the rafters which transfers the roof loads from the roof panels to the rafters or main frames, usually a Z or C shape. Racking Action – The tendency for a building to lean and/or fall in one direction due to wind loads imposed from an opposite side. Rafter – A primary beam supporting the roof loads. Rake – The intersection of the plane of the roof and the plane of the endwall. Rake Angle – Angle fastened to purlin ends at the rake for attachment of endwall sheets. Rake Beam – See “End Rafter”. Rake Extension – See” Roof Overhang” Rake Fascia / Trim – A flashing designed to close the opening between the roof and endwall panels. Reactions – Forces required to resist the loads from a structure. Reinforced Concrete – Concrete containing magnets bars, rods or wire mesh incorporated into the mass to increase its tensile strength and durability. Reinforcing Steel – The steel placed in concrete to help carry the tension, compression and shear stresses. Ridge – Highest point on the roof of a

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