Technical Data for. Headers. and Beams

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1 L A M I N A T E D V E N E E R L U M B E R Technical Data for Headers and Beams

2 E A S T E R N E N G I N E E R E D W O O D P R O D U C T S OUR COMPANY Our total focus on engineered wood products and providing a superior customer experience is what distinguishes us. At Eastern Engineered Wood Products we take pride in providing our customers with premium quality products and industry-leading services. Our StructurePRO LVL is manufactured to provide consistent, high performance floor and roof systems. ABOUT LVL Providing the superior performance and durability of engineered wood, StructurePRO LVL is perfectly suited to spans bearing heavy loads and multi-span applications. The normal problems associated with wide lumber sizes like decreased dimensional stability and uniformity do not apply to our LVL, which utilizes ultrasonically tested and graded Douglas fir veneer. ENGINEERED FOR QUALITY Checking is minimized because StructurePRO LVL is cured in a controlled process in which waterproof adhesives boost stability and reduce warps and twists. All products are machine-ripped to generate uniform size and rigid, flat surfaces with inherently superior nail-holding characteristics. We are confident that our products will provide our customers with consistent high performance when handled and installed in accordance with our installation guide. Tested for strength and engineered for quality, StructurePRO LVL represents our ongoing commitment to unsurpassed performance and service. StructurePRO LVL is third-party tested by APA The Engineered Wood Association, a leading quality assurance organization. GENERAL NOTES FOR THIS PRODUCT GUIDE 1. All tables assume dry conditions. Calculations are based on NDS and IBC and ICC-ESR# Lateral support of the compression edge of all beams must be provided at 24 on center. 3. Application tables include live load reductions applied in accordance with 2006 IBC. 4. Tables apply to Dead, Floor Live, Roof Live and Snow loads. Lateral loads must be considered by the building designer. 5. This design manual is intended to be used for preliminary design purposes; a complete structural analysis should be performed by a design professional. 6. Beams that are 1¾ x 16 and deeper require multiple plies. page 2 Eastern Engineered Wood Products StructurePRO LVL

3 2.0E StructurePRO LVL 1¾ x 2.0E StructurePRO LVL REFERENCE DESIGN VALUES Depth Maximum Vertical Shear Maximum Bending El (lb) Moment (ft-lb) (x 10 Weight 6 lb-in 2 ) (plf) 100% 115% 125% 100% 115% 125% 9¼ ½ ¼ ¼ or THREE-PLY 1¾ x 2.0E StructurePRO LVL REFERENCE DESIGN VALUES Depth Maximum Vertical Maximum Bending El Shear (lb) Moment (ft-lb) Weight (x 10 6 lb-in 2 ) (plf) 100% 115% 125% 100% 115% 125% 3½ ½ ¼ ¼ ½ ¼ ⅞ ⅞ E StructurePRO LVL Reference Design Values (1) Modulus of Elasticity E = 2,000,000 psi (2) Bending (beam) Fb = 3,100 psi (3)(4) Horizontal Shear (beam) Fv = 285 psi Compression Perpendicular to Grain (beam) Fc = 850 psi (2) (1) Values apply to dry service conditions (2) Do not adjust for load duration (3) Adjust by (12/d ) 1/5, where d is the depth of the member [inches] (4) Adjust by 1.04 for repetitive members as defined in the ANSI/AWC NDS BEARING LENGTH REQUIREMENTS StructurePRO LVL BEARING LENGTH REQUIREMENTS (1)(2)(3)(4)(5) Support Material Hem-Fir (6) Southern Pine (6) DF-L (6) 2.0E StructurePro (6) Fc (psi) 405 psi 565 psi 625 psi 850 psi LVL Beam Width 1¾ 3½ 1¾ 3½ 1¾ 3½ 1¾ 3½ ½ 1½ 1½ 1½ 1½ 1½ 1½ 1½ ½ 2¼ 1½ 2 1½ 1½ 1½ ¼ 2¼ 3¼ 1¾ 2¾ 1½ 2¼ 1½ ¾ 3 4¼ 2¼ 3¾ 2 2¾ 1½ ¼ 3¾ 5¼ 2¾ 4¾ 2½ 3½ 1¾ ½ 4¼ 6¼ 3¼ 5½ 2¾ 4¼ 2¼ ¼ 3¾ 6½ 3¼ 4¾ 2½ ¾ 8¼ 4¼ 7½ 3¾ 5½ 2¾ ½ 9¼ 4¾ 8¼ 4¼ 6¼ 3¼ ¼ 10¼ 5¼ 9¼ 4¾ 6¾ 3½ ¼ 5¾ 10¼ 5¼ 7½ 3¾ Notes: Continued in next column 1. The minimum required bearing length is 1½. 2. Duration of load factors may not be applied to bearing length requirements. 3. All StructurePRO LVL beams require support across their full width. 4. All StructurePRO LVL beams require lateral support at bearing points. Reaction [lb] 3½ or TWO-PLY 1¾ x 2.0E StructurePRO LVL REFERENCE DESIGN VALUES Depth Maximum Vertical Shear Maximum Bending El (lb) Moment (ft-lb) (x 10 Weight 6 lb-in 2 ) (plf) 100% 115% 125% 100% 115% 125% 9¼ ½ ¼ or FOUR-PLY 1¾ x 2.0E StructurePRO LVL REFERENCE DESIGN VALUES Depth Maximum Vertical Maximum Bending El Shear (lb) Moment (ft-lb) Weight (x 10 6 lb-in 2 ) (plf) 100% 115% 125% 100% 115% 125% 3½ ½ ¼ ¼ ½ ¼ ⅞ ⅞ Equivalent Specific Gravity for Fastener Design NAILS & WOOD SCREWS: Lateral, face = 0.50 Lateral, edge = 0.50 Withdrawal, face = 0.50 Withdrawal, edge = 0.47 BOLTS & LAG SCREWS: Lateral, face =0.50 Lateral, edge = N.A. StructurePRO LVL BEARING LENGTH REQUIREMENTS (1)(2)(3)(4)(5) Support Material Hem-Fir (6) Southern Pine (6) DF-L (6) 2.0E StructurePro (6) Fc (psi) 405 psi 565 psi 625 psi 850 psi LVL Beam Width 1¾ 3½ 1¾ 3½ 1¾ 3½ 1¾ 3½ ½ 6¼ 11 5½ 8¼ 4¼ ¼ 6¾ 6 8¾ 4½ ¼ 6½ 9½ 4¾ ¾ 7¾ 7 10¼ 5¼ ¼ 7½ 11 5½ ¾ 8 11½ 5¾ ¼ 8¼ 12¼ 6¼ ¾ 8¾ 13 6½ ¼ 9¼ 6¾ ¾ 9¾ 7¼ ¼ 10¼ 7½ Reaction [lb] 5. The support member must be sized to carry the load from the StructurePRO LVL beam. 6. Use these values when the StructurePRO LVL beam is supported by a wall plate, sill plate, timber or built-up girder. StructurePRO LVL R E F E R E N C E D E S I G N V A L U E S A N D B E A R I N G L E N G T H S Eastern Engineered Wood Products page 3

4 StructurePRO LVL 1¾ 2. 0 E F L O O R U N I F O R M L O A D S ALLOWABLE UNIFORM LOADS 2.0E BEAM FLOOR 100 % ALLOWABLE UNIFORM LOADS* POUNDS PER LINEAL FOOT 1¾ 2.0E StructurePRO LVL Span (ft) Key One 1¾ StructurePRO LVL 7¼ 9¼ 9½ 11¼ LL TL BRG 1.5 / / / / / / / / / / LL TL BRG 1.5 / / / / / / / / / / 19.6 LL TL BRG 1.5 / 3 2 / / / / / / / / / 17.7 LL TL BRG 1.5 / / / / / / / / / / 16.5 LL TL BRG 1.5 / / / / / / / / / / 15.7 LL TL BRG 1.5 / / / / / / / / / / 15 LL TL BRG 1.5 / / / / / 6 3 / / / / / 14.5 LL TL BRG 1.5 / / / / / / / / / / 14.1 LL TL BRG 1.5 / / / / / / / / / / 13.8 LL TL BRG 1.5 / / / / / / / / / 13.5 LL TL BRG 1.5 / / / / / / / / / 13.3 LL TL BRG 1.5 / / / / / / / / / 13.1 LL TL BRG 1.5 / / / / / / / / / 13 LL TL BRG 1.5 / / / / / / / / 12.8 LL TL BRG 1.5 / / / / / / / 12.6 LL TL BRG 1.5 / / / / / / / 12 LL TL BRG 1.5 / / / / / / / 11.4 LL TL BRG 1.5 / / / / / / 10.9 LL TL BRG 1.5 / / / / / 10.5 LL TL BRG 1.5 / / / / 7 4 / 10.1 LL TL BRG 1.5 / / / / / 9.7 LL TL BRG 1.5 / / / / / 9.3 LL TL BRG 1.5 / / / / / 9 LL TL BRG 1.5 / / / / 8.7 LL TL BRG 1.5 / / / / 8.2 Key to Table: LL = Maximum live load limits deflection to L/360 TL = Maximum total load limits deflection to L/240 (or a maximum of for beams 7.25 deep or less) BRG = Required end / intermediate bearing length [inches], based on bearing stress of 850 psi Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. concentrated loads) or for multiple span beams if the length of any span is less than half the length of an adjacent span Notes: 1. Table is based on 1¾ width. PLF values may be multiplied by 2 for 3½ width, 3 for 5¼, and 4 for Simple or multiple spans measured center to center of supports 3. Table values account for beam weight 4. Provide lateral restraint at supports and every 24 inches or less along the compression edge (C L = 1) 5. 4 plies maximum 6. 2 plies minimum for depths greater than 14 inches 7. No camber page 4 Eastern Engineered Wood Products StructurePRO LVL

5 2.0E ROOF SNOW 115 % ALLOWABLE UNIFORM LOADS ALLOWABLE UNIFORM LOADS* POUNDS PER LINEAL FOOT 1¾ 2.0E StructurePRO LVL Span (ft) Key One 1¾ StructurePRO LVL 7¼ 9¼ 9½ 11¼ LL TL BRG 1.8 / / / / / / / / / / 26.1 LL TL BRG 1.5 / / / / / / / / / / 22.5 LL TL BRG 1.5 / / / / / / / / / / 20.4 LL TL BRG 1.5 / / / / / / / / / / 19 LL TL BRG 1.5 / / / / / / / / / / 18 LL TL BRG 1.5 / / / / / / / / / / 17.3 LL TL BRG 1.5 / / / / / / / / / / 16.7 LL TL BRG 1.5 / / / / / / / / / / 16.3 LL TL BRG 1.5 / / / / / / / / / / 15.9 LL TL BRG 1.5 / / / / / / / 11 5 / / 15.6 LL TL BRG 1.5 / / / / / / / / / 15.3 LL TL BRG 1.5 / / / / / / / / / 15.1 LL TL BRG 1.5 / / / / / / / / / 14.9 LL TL BRG 1.5 / / / / / / / / 14.7 LL TL BRG 1.5 / / 3 2 / / / / / 14.5 LL TL BRG 1.5 / / / / / / / 13.8 LL TL BRG 1.5 / / / / / / / 13.2 LL TL BRG 1.5 / / / / / / 12.6 LL TL BRG 1.5 / / / / / 12.1 LL TL BRG 1.5 / / / / / 11.6 LL TL BRG 1.5 / / / / / 11.1 LL TL BRG 1.5 / / / / / 10.7 LL TL BRG 1.5 / / / / / 10.3 LL TL BRG 1.5 / / / / 10 LL TL BRG 1.5 / / / / 9.6 Key to Table: Notes: LL = Maximum live load limits deflection to L/ Table is based on 1¾ width. PLF values may be multiplied by 2 for 3½ width, 3 for 5¼, and 4 for 7. TL = Maximum total load limits deflection to L/240 (or a maximum of for beams 7.25 deep or less) 2. Simple or multiple spans measured center to center of supports 3. Table values account for beam weight BRG = Required end / intermediate bearing length [inches], based on bearing stress of 850 psi 4. Provide lateral restraint at supports and every 24 inches or less along the compression edge (C L = 1) Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table 5. 4 plies maximum (e.g. concentrated loads) or for multiple span beams if the length of any span is less than half the length 6. 2 plies minimum for depths greater than 14 inches of an adjacent span 7. No camber StructurePRO LVL 1¾ 2. 0 E R O O F U N I F O R M L O A D S Eastern Engineered Wood Products page 5

6 StructurePRO LVL B E A R I N G D E T A I L S BEARING DETAILS B1 BEAM-TO-BEAM CONNECTION Make sure hanger capacity is appropriate for each application. Hangers must be properly installed to accommodate full capacity. B4 BEARING ON EXTERIOR WALL Prevent direct contact of StructurePRO LVL with concrete. Consult local building code for requirements. B2 BEARING ON WOOD COLUMN Verify the required bearing area and the ability of the supporting column member to provide adequate strength. B5 BEARING FOR DOOR OR WINDOW HEADER 1-STORY TYPICAL See Bearing Length Requirements on page 3. For multiple-ply StructurePRO LVL beam assembly conditions and fastening recommendations, see next page. B3 BEARING ON STEEL COLUMN Verify the required bearing area and the ability of the supporting column member to provide adequate strength. B6 WINDOW/DOOR HEADER 2-STORY TYPICAL See Bearing Length Requirements on page 3. page 6 Eastern Engineered Wood Products StructurePRO LVL

7 MULTIPLE-PLY LVL BEAM ASSEMBLY AND SIDE LOAD CAPACITY ASSEMBLY A-W 2 pieces 1¾ SIDE LOADED 1¾ MULTI-PLY LVL ASSEMBLIES ALLOWABLE UNIFORM LOAD APPLIED TO EITHER OUTSIDE MEMBER Multiple Members Nominal Screw Length Loaded Side Laminated Veneer Lumber (LVL) 12 o.c. 16 o.c. 24 o.c. Assembly Components 2 Rows 3 Rows 2 Rows 3 Rows 2 Rows 3 Rows A-W 2-ply LVL Either B-W 3-ply LVL 5 C-W 4-ply LVL 6¾ ASSEMBLY B-W 3 pieces 1¾ ASSEMBLY C-W 4 pieces 1¾ Spacing Requirements Head Point Head Point Notes: 1. Each ply is assumed to carry same proportion of load. 2. Loads may be applied to the head side and tip side concurrently provided neither published allowable load is exceeded. (Example: a 3-ply assembly with a head side load of 1300 plf and tip side load of 1000 plf may be fastened together with 3 rows of 16 o.c.) 3. When hangers are installed on tip side, hanger face fasteners must be a minimum of 3 long. 4. This table assumes an equivalent Specific Gravity of 1.50 or higher. 5. Loads in this table are based on the overall capacity of the Simpson Strong-Tie SDW22 fasteners. The capacity of the multi-ply assembly must be checked by a qualified Designer. CONNECTION OF MULTIPLE PIECES FOR TOP-LOADED BEAMS Top-loaded beam 2½ 2½ 2½ 2½ 12 o.c. Minimum of 2 rows of 16d (3½ ) nails at 12 o.c. for 9½ through beams. 12 o.c. 6 min. 6 min. end distance end distance min. edge distance 4 min. between non-staggered rows Top-loaded beam Minimum of 3 rows of 16d (3½ ) nails at 12 o.c. for 14 through 24 beams. 5 8 min. between staggered rows each way StructurePRO LVL M U L T I P L E - P L Y L V L B E A M A S S E M B L Y Eastern Engineered Wood Products page 7

8 StructurePRO LVL H O L E D E T A I L S HOLE DETAILS IN StructurePRO LVL BEAMS End support ¼ span Notes: 1. This detail applies only to uniformly loaded, simple and multiple span beams. Cantilevered beams and beams that carry concentrated loads are outside the scope of this detail. 2. Square and rectangular holes are not permitted. 3. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. 4. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. This restriction also applies to the location of access holes relative to bolt holes in multi-ply beams. 5. Do not drill more than three access holes in any four foot long section of beam. See note depth 1 3 depth 1 3 depth 1 3 span Interior support 6. The maximum round hole diameter permitted is: LVL Beam Depth 5½ 7¼ 9½ to 24 Maximum Hole Diameter ½ 2 7. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification for Wood Construction. 8. Beams deflect under load. Size holes to provide clearance where required. 9. Larger holes may be permissible. Please consult your design software or call for engineering support. page 8 Eastern Engineered Wood Products StructurePRO LVL

9 NOTCHING DETAILS SHEAR DESIGN EQUATIONS FOR NOTCHED AND TAPERED LVL BEAMS (a) Square End Bearing When e > de, fv = Maximum 1/3 of the span e de 0.6d Compression side When e de, fv = 3V 2bde (c) Sloped End Cut for Roof Drainage Key: fv = shear stress (psi) V = shear force at notch location (lbf) 3V 2b [ d ( d de ) e ] de fv = 3V 2bd de 0.9d 0.1d max. d d (e) Tension-side Notch b = width of beam (in.) d = depth of beam (in.) 0.4d max. de 0.6d (b) Slope End Bearing When e > de, fv = fv = Maximum 1/3 of the span 3V ( d ) 2 2bde de When e de, fv = 3V 2bde (d) Compression-side Notch d Compression side 3V 2b [ d ( d de ) e ] de de = effective depth as shown (in.) e = length of notch as shown (in.) fv = 3V 2bd d d StructurePRO LVL N O T C H I N G D E T A I L S Eastern Engineered Wood Products page 9

10 StructurePRO LVL H A N D L I N G I N S T R U C T I O N S A N D S I Z I N G S O F T W A R E HANDLING & INSTALLATION StructurePro LVL should be stored lying flat and protected from the weather. Keep the material above ground to minimize the absorption of ground moisture and allow circulation of air. StructurePro LVL is for use in covered, dry conditions only. Protect from the weather on the job site both before and after installation. Except for cutting to length, StructurePro LVL shall not be cut, drilled or notched. Heel cuts may be possible. Contact your Eastern Engineered Wood Products representative. Do not install any damaged LVL. CLEAR SEALER All StructurePRO LVL is fully sealed with a factory-applied, industry-leading premium-grade sealer. The sealer repels water absorption and improves durability during typical distribution yard and jobsite storage conditions. Once a factory-sealed LVL product is cut, a coat of waterrepellent sealer should be applied to the freshly cut end to prevent moisture from entering the cut end. SIZING SOFTWARE To better assist engineers, designers and specifiers, Eastern Engineered Wood Products has partnered with Calculated Structured Designs, an industry leader in design software to provide IsDesign. This single member sizing program recognizes all the United States building codes and offers printable design calculations and beam capabilities. The software user can specify simple span applications, point loads, cantilevers and many more common applications. Please contact Eastern Engineered Wood Products to learn more about receiving a complimentary copy of IsDesign Software. page 10 Eastern Engineered Wood Products StructurePRO LVL

11 StructurePRO LVL TECHNICAL SUPPORT While supplying a superior product, we are also dedicated to an unprecedented level of support to our customers. We provide not only phone support, but a broad library of technical materials, bulletins and other relevant information for our products. Our highly trained technical services staff, led by industry veterans, combine their extensive T E C H N I C A L knowledge and state-of-the-art tools to assist you with any design or construction question and provide full support for our design software. TECHNICAL CERTIFICATIONS S U P P O R T Our product is manufactured to the highest industry standards, and is backed by Evaluation Reports produced by third-party testing and certification bodies. A N D C E R T I F I C A T I O N S Eastern Engineered Wood Products page 11

12 Limited Lifetime Warranty StructurePRO LVL (Laminated Veneer Lumber) We warrant to each Qualified Owner (as defined below) that StructurePRO LVL (laminated veneer lumber) is manufactured in accordance with the exacting standards (as prescribed in the APA-EWS Quality Control Manual) and is free from defects in materials and workmanship for the expected life of the structure in which it is installed. Qualified Owner is any person who purchases a residential structure in which any StructurePRO LVL has been selected, purchased, handled and installed in accordance with our installation instructions by a person who has been trained in the installation of Engineered Wood Products. Conditions: We must be given reasonable prior notice and opportunity to inspect any StructurePRO LVL before we will honor any claim under this warranty. If inspection confirms that a defect exists and has caused a structural problem, we may repair or replace (at our option) the product at our expense. Any defect or damage resulting in whole or part from exposure to the elements, fire or natural disaster, improper handling, improper use or improper installation techniques is NOT our responsibility and is NOT covered by this warranty. DISCLAIMER: THE LIMITED LIFETIME WARRANTY STATED ABOVE IS EXCLUSIVE AND IN LIEU OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. CORRECTION OF THE DEFECTS IN THE MANNER AND UNDER THE CONDITIONS STATED ABOVE SHALL CONSTITUTE FULFILLMENT OF ALL OUR OBLIGATIONS AND LIABILITIES TO ANY PERSON WITH RESPECT TO THE COVERED PRODUCTS, WHETHER BASED ON CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHERWISE. NO PERSON OR ENTITY IS AUTHORIZED TO CREATE FOR US ANY OTHER OBLIGATION OR LIABILITY TO ANY PERSON RELATING TO THE COVERED PRODUCTS. IN NO EVENT WILL WE BE LIABLE FOR INDIRECT, SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES OF ANY KIND SUSTAINED FROM ANY CAUSE. Eastern Engineered Wood Products, Inc Easton Road Bethlehem, PA (484) Easton Road Bethlehem, PA Toll Free Tel Fax EEWP

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