Verify adequacy of beam in allowable load tables on pages 6 23. ![]() The values are valid for dry service conditions, single member applications, standard term loading, and no treatment. 2.0E Microllam LVL header and beam sizes: Width: 1. The values have been calculated in accordance with CSA Standard O86-14. 2 Stress grade, and wet service conditions. 2.0E/2.2E LVL Design Properties Murphy Company LVL Limit States Design Guide - PG. Ultralam LVL 2.0E/2900psi Ultralam LVL 2.0E/2900psi Span Tables and Allowable Loads Ultralam Beams Load Table.indd 1 3:52:28 PM 2 Superior Quality Laminated Veneer Lumber is manufactured by Modern Lumber Technology Ltd (MLT Ltd) at their Ta- leon-Terra plant in Russia, one of the most advanced LVL production facilities in the world. Note: The span chart below is an example of how spans charts are presented. Because building code and lumber spans are updated from time to time, you should always check to make sure the span chart you are using is up to date. See the applicable code section, or the NDS to confirm the span chart you are using is correct.ĭimensional Lumber Deck Beam Spans Supporting a Single Span of Joists with or without Overhangs:Īssumes 40 psf live load, 10 psf dead load, L/360 simple span beam deflection limit, cantilever length L/180 deflection limit, No. 2.0 e-beams 1.75 inch wide with any depth required i want to know what depth. The longer the joist, the more area of deck the joist supports, and thus the beam supports more area as well. Submitting the lvl beam span chart with signNow will give better confidence. In addition, many residents prefer the fell of a deck that is designed for higher loads. Building codes for residential decks only require 40 psf in some areas, but check your local requirements to make sure you are aware of any additional local guidelines. I would advise you visit or contact your local Home Depot. Beam span maximums are based on a maximum anticipated live load as well as other factors. A: Hi wiseng, unfortunately we do not offer the beam load tables for the LVL beams on. Fewer posts on upper-level decks are typically more desirable to the occupants and this drives the use of larger framing materials for longer spans. LVL 2900Fb-2.The span of a beam is dependent on a few variables: The grade and species of lumber, size of lumber and the load it carries. (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 The number 1 grade material is more expensive than the 2 grade, but if you can use fewer or smaller number 1 grade joists or rafters in your design, you may actually save money. Brochure - This 2-page brochure contains primary information about West Fraser's LVL product line. For example, you can span a 1 grade (no knots) southern yellow pine joist a greater distance than a 2 grade of the same species (with knots). 4235/11 = 385 plf (pounds per lineal foot). US Users Guide - This guide contains load tables, design properties, connection details, bearing details and allowable holes for West Fraser 2.0e, 1.9e and 1.8e LVL. 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.
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