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https://www.quora.com/What-is-a-laterally-supported-beam
May 14, 2016 · An laterally unrestrained beam is a beam that is not restraint (transversely) along its length. This is perfectly fine for beams where the moment demand is not crucial. Lets take any beam that supports a concrete floor and is 10m long subject to a...
https://www.steelconstruction.info/Facade_supports_and_structural_movements
Support arrangements for building envelopes. For practically all different types of façade, the weight of the building envelope and lateral loads applied to it are carried by the primary structure of the building.Low-rise, masonry-clad buildings are an exception, where the masonry envelope may be supported off the ground and only the lateral load is resisted by the building frame.
http://www.consteelsoftware.com/files/sharedUploads/Pdf/Stiff_torsional__restraint.pdf
Effect of lateral support of compression flange to stability of beam-columns General Lateral supports of the compression flange of beam-columns (or frames) may drastically increase the critical load amplifier. Higher critical load amplifier normally leads to higher global stability resistance.
https://www.engineersedge.com/civil_engineering/purlin_roof_structure_9898.htm
In architecture or structural engineering or building, a purlin (or purline) is a horizontal structural member in a roof. Purlins support the loads from the roof deck or sheathing and are supported by the principal rafters and/or the building walls, steel beams etc.
http://www.cooperindustries.com/content/dam/public/bline/Resources/Library/catalogs/pipe_hangers/pipe_hangers_and_supports/Supports.pdf
Carbon Steel is used in the manufacturing of pipe supports, guides, shields and saddles. Stainless Steel and other materials are available. Finishes The standard finishes for mechanical supports are plain steel (oil coated) sometimes referred to as black and Electro-Plated Zinc (ASTM B633 SC3).
http://user.engineering.uiowa.edu/~design1/StructuralDesignII/BeamDesign.pdf
displace laterally. Lateral torsional buckling may be prevented by: 1) Using lateral supports at intermediate points. 2) Using torsionally strong sections (e.g., box sections). 3) Using I-sections with relatively wide flanges. Local Buckling The hot-rolled steel sections are thin-walled sections consisting of a number of thin plates.
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