#Where to purcahse lvl beams span tables how to#

Span tables for engineered wood are used in a very similar way as those for sawn lumber. And at times, they make or break a design. All of these high-performance products are cost effective in some applications. An LVL product that has an Fb of 3100 will carry more load than and LVL product with an Fb of 2400. No matter what product you specify, structural performance is controlled by strength (Fb) and Stiffness (E). Engineered wood is consistent from one piece to the next because each piece is made more-or-less the same. Strength-reducing characteristics like knots, grade and slope of grain are controlled during manufacturing process so that the end product represents a more efficient use of the wood fiber. The claims are basically true, but you do pay for the improved performance. Fv does not change when you double the thickness.Įngineered Wood manufacturers are quick to point out that their products provide superior strength and stiffness. Make sure the shear value (Fv) for the species and grade you use exceeds the Fv listed in the span table.

If you size a roof beam like a structural ridge that has a L/240 limitation, you would multiply the minimum E-value by 0.666 (785,000 x 0.666 = 522,810 in this case). The table lists spans with a deflection limit of L/360, normal for floor loads. The required E-value does not change when you double the 2×6 because as you double the allowable load, you are doubling the thickness of the beam. Therefore, a double 2×6 carries 2 x 347 = 694 pounds per lineal foot. Note: a single 2×6 will support 347 pounds per lineal foot of beam. (in AF&PA Design Values for Joists and Rafters #2 hem-fir = Fb psi & E psi- so use span table column Fb 1100)Ĭhoose the row for the size of lumber used in the double header: use 2×6 in this example. Select the Fb column of the lumber you intend to use Pick the span you want (pick 4’0″ for example) Just do the following:ĭetermine the total load per foot of beam But you can trick WSDD tables into giving you values for double or triple 2-by beams with other deflection limits. The WSDD tables only list values for solid wood beams at deflection limits of L/360. The WSDD is an extremely useful book (WSDD costs $20. American Forest & Paper Association’s Wood Structural Design Data, provides span recommendations for solid-sawn wood beams up to 32 feet, but the table runs a hefty 140 pages. And even though span tables provide limited data, they are very long. Most beam tables only list values for whole-foot spans like 11’0″, 12’0″, etc. You merely look for the distance you need to span match the load per foot of beam to the appropriate Fb(strength) and E(stiffness) values listed and bang: you have a winner! Span tables are easy to use, but they have limitations. Sawn-Lumber span tables are convenient tools. Technical experts have computed many combinations of these variables and present a variety of solutions in the form of span tables. You can do these calculations yourself or you can use span tables. Formulas that determine the allowable span and size of a beam rely on a host of variables like species, grade, size, deflection limit and type of load. Structural ability of sawn- and engineered-wood beams are predicted through mathematical calculation. No matter what material we specify, beams must provide adequate strength, stiffness, and shear resistance. We will compare the performance and cost of sawn-lumber, LVL, Timberstrand, Parallam and Anthony Power Beam in several different applications.

#Where to purcahse lvl beams span tables how to#

We know how to measure the forces acting on a beam, now we’ll use this information to choose the appropriate structural material to resist the loads. In Part 1, “ Calculating Loads On Headers and Beams“, we learned how to trace load paths and translate roof, wall and floor loads into pounds per lineal foot of supporting beam. Once the loads acting on structural beams are calculated, the next step is to size and select the appropriate beam. Some information contained in it may be outdated. Please note: This older article by our former faculty member remains available on our site for archival purposes.