![]() Here is a simplified approach that will help you specify the appropriate material for many applications. ![]() However, the process for sizing these structural elements can be complicated if you are not an engineer. The beam must be strong enough so it doesn’t break (Fb value) and stiff enough so that it doesn’t deflect excessively under the load (E value). The idea behind sizing headers and beams is straight-forward: Add together all live loads and dead loads that act on the member and then choose a material that will resist the load. They transfer loads from above to the foundation below through a network of structural elements. The job of headers and beams is a simple one. Part II will review sizing procedures, performance and cost of these materials for several applications (see “ Sizing Engineered Beams and Headers” for part 2). Part I will show you how to trace structural loads to headers and beams. In this 2-part series we will review how sawn lumber and these engineered materials measure up as headers and beams. Parallam, Timberstrand, Laminated Veneer Lumber and Anthony Power Beam are examples of alternative materials that provide builders with some exciting choices. Sawn lumber limits design potential and in some cases just doesn’t work. You can’t beat sawn lumber for most small window headers, but as spans and loads increase, stronger materials are a better choice. Too often builders gang together 2-inch dimension lumber to support roof and floor loads without considering other options. A neat solution, but is this an efficient and cost effective use of material? The same is true for beams like structural ridge beams and center girders. These headers work to support most residential loads and coincidentally keep the window tops to a uniform height. Most builders automatically choose double -2 x 8 or -2 x 10 headers to frame windows and doors in every house they build. Understanding how loads are transferred through a structure and act on structural members is the first step to sizing headers and beams Some information contained in it may be outdated. LVL 2900Fb-2.Please note: This older article by our former faculty member remains available on our site for archival purposes. (Almost 2x what I need)Īgree with my assumption (in bold above)? ![]() So a double-ply LVL 3 1/2" x 9 1/2" x 11 ft beam can support 353 x 2 = 706 PLF. Using the Uniform floor load (PLF) tables from LP corp, I see that a single Total weight of supported floor: 55 x 154 = 8470 lbs.Īssuming beam is carrying 50% of this load (and the exterior wall carrying the other 50%) 8470/2 = 4235 lbs.īeam is (nearly) 11ft long. Using standard load estimates from LVL span tables: 40 psf live, 15 psf dead = 55 lb/sqft. Proper blocking will be done in the cellar belowĪrea of floor above the beam: 14' x 11' = 154 sqft.Due to orientation of floor above, only the left area of the floor will be supported by the beam (see sketch no.Interior wall, not carrying the roof load.of the LVL beams) and he wouldn't exactly give me an answer but he did say the key is determining the PLF (pounds per lineal foot) that the beam will carry. I talked to tech support at LPcorp (a mfg. I have the opinions from a couple contractors but I want to verify the size of the beam needed. Removing a load bearing wall and replacing with an LVL beam.
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