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1 DESIGN MANUAL-USA
2 FRAMED BY QUALITY BUILT WITH SUCCESS OUR COMPANY At International Beams Inc. we take pride in providing our customers with premium quality products and services. Our full range of engineered wood products (EWP) are manufactured to provide consistent, high performance floor and roof systems. Our technical staff consists of highly trained technical experts available to assist with any design or construction question and to provide full support for our design/layout software. OUR WARRANTY We warrant our products to be free of manufacturer defects in material and workmanship and capable of supporting loads as specified in our product literature for the life of the structure. In the unlikely event you receive a product that has a manufacturer defect, please contact us to have the problem remedied promptly and courteously. OUR GUARANTEE International Beams Inc. manufactures and tests its products to very high quality control standards. We are confident that our products will provide our customers with consistent high performance when handled and installed in accordance with our Installation Guide. We guarantee that our products are capable of supporting loads as specified in our product literature for the life of the structure. 2 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
3 ENVIRONMENTAL CHOICE In choosing wood as a construction material, you are choosing a building material that is made from renewable resources. Due to sustained forest practices, the volume of wood in our forests has actually increased by 35% over the last 25 years. When considering total environmental impact including extraction of raw materials, energy required during manufacturing, emissions from manufacturing operations, and energy efficiency of buildings, IB's group of engineered wood products are among the most environmentally friendly building products available. See the IB website, for the latest information on meeting green building standards using IB products. Construction details reprinted with permission from the APA The Engineered Wood Association. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
4 ENGINEERED WOOD PRODUCTS Engineered wood products, and specifically laminated veneer lumber (LVL), offer advantages over conventional lumber products that result in savings for the builder and long-term performance benefits for the homeowner. IB MAX-CORE LVL is available in 2.0E F b. IB offers depths up to 24 inches and lengths up to 52 feet. Our water resistant coating will protect the LVL during warehousing and construction. The standard natural finish accepts good quality structural adhesives. IB MAX-CORE LVL can be built up on site for two-ply, three-ply and four-ply applications. IB MAX-CORE LVL is recognized as an innovative solution to the building industry s floor and roof framing needs. DESIGNED TO PERFORM IB MAX-CORE LVL is made from ultrasonically graded veneers assembled longitudinally (all plys in the same direction) to yield maximum strength. Top grade veneers with few imperfections are used. Electronic scanners are used to identify defects and a clipper removes them. The high-quality veneers, which offer maximum strength and uniformity, are then laid up with waterproof adhesives and pressed into a billet. A unique combination of heat and pressure ensures a reliable glue line. IB MAX-CORE LVL can be used as single ply or as assembled beams which are exceptionally strong, straight and solid. IB MAX-CORE LVL is available in custom lengths and depths, further increasing its value to builders. RELIABLE DESIGN/ PRODUCT CERTIFICATION IB MAX-CORE LVL bending values can be incorporated with a wide variety of design softwares. IB MAX-CORE LVL is certified under APA program based on ASTM 5456 standard. 4 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
5 DESIGN SERVICES Design and related services include, but are not limited to: Beam sizing Component framing layouts Coordination with architects and builders On-site review Pricing Shipping These services are generally provided by your local IB distributor. There are also local lumber yards, stocking dealers, and design professionals who are familiar with our IB products and may be able to provide some of these design services. If you need help with your design project, please contact IB at or contact your local distributor which may be indicated on the back cover of this literature. ENGINEERING RESPONSIBILITY POSITION STATEMENT IB manufactures and distributes proprietary engineered wood products (EWP). We have full-time professional engineers on staff. Our engineers are active in the development, manufacture, and marketing of IB products. Our engineering services are limited to supporting the engineered wood components that we manufacture and distribute (IB MAX-CORE LVL, IB MAX-CORE I-Joist, and IB MAX-CORE Rimboard). We review and seal component calculations produced on our software, and provide advice on proper installation. The design professional of record (Engineer or Architect) is responsible for design of the overall structure, global lateral stability, and interaction of various components of the structure. The limited scope of engineering services provided by IB does not replace the need on any project for a design professional of record. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
6 DESIGN PROPERTIES IB MAX-CORE LVL 2.0E F b Bending (2) F b = 3100 Modulus of elasticity apparent (3) E = 2.0 Tension parallel to grain (4) F t = 2000 Compression perpendicular to grain- joist/beam F cp = 520 Compression perpendicular to grain - plank F cp = 200 Compression parallel to grain F c = 2600 Longitudinal shear perpendicular to glue line joist/beam F v = 290 Longitudinal shear parallel to glue line - plank F v = 180 Specific Gravity Lateral, Nails in Face (6) SG = 0.46 Specific Gravity Lateral, Nails in Edge (6) SG = 0.42 Specific Gravity Lateral, Bolts in Face (7) SG = 0.43 Specific Gravity Withdrawal, Nails in Face and in Edge (6) SG = 0.40 NOTES: 1. Tabulated values are specified strengths for standard term duration of load. Specified strengths shall be permitted to be adjusted for other load durations as permitted by the code 2. Tabulated bending specified strength (f b ) for IB MAX-CORE LVL 2.0E F b are based on a reference depth of 12 inches. For other depth, the tabulated bending stress (f b ) must be adjusted by a size factor K zb WHERE: K zb = (12/d) The deflection of a simple span beam with a uniformly distributed load is calculated as follows Δ= 270 WL 4 Ebd 3 WHERE: D = total deflection (in) E = modulus of elasticity (psi) W = applied uniform load (lb/ft) B = member thickness (in) L = design span (ft) D = member depth (in) 4. Tabulated tension parallel to grain specified strength (F t ) is applicable to lengths up to 20 feet. For lengths greater than 20 feet, the tabulated tension to grain specified strength (F t ) must be adjusted by the length fator K zt WHERE: K zt = (20/L) L = length of the member (F t ) 5. Applicable to all tabulated values except Specific Gravity (SG) 6. Applicable for nailed connection 7. Applicable for bolted connection 1 3/4" 3 1/2" to 24" IB MAX-CORE LVL (LAMINATED VENEER LUMBER) 2.0E F b 6 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
7 HANDLING, STORAGE & USAGE GUIDELINES 1. Keep IB MAX-CORE LVL dry. 2. Unload products carefully by lifting. Support the bundles to reduce excessive bowing. Individual products should be handled in a manner which prevents physical damage during measuring, cutting, erection, etc. 3. Keep stored in wrapped and strapped bundles, stacked no more than 10 high. Support and separate bundles with 2 x 4 (or larger) stickers spaced no more than 8 apart. Keep stickers out of mud and water. Align stickers vertically. 4. Product must not be stored in contact with ground, or have prolonged exposure to the weather. Protect product from sun and water until ready to use. Slippery when wet. 5. Use forklifts and cranes carefully to avoid damaging product. Use fabric slings when hoisting by crane. 6. If damaged products are encountered, please IB at sales@internationalbeams.com, call 844.IB.BEAMS or contact your local distributor. IB MAX-CORE LVL INSTALLATION DETAILS WINDOW / DOOR HEADER WINDOW / DOOR HEADER Continuous plate Rimboard Provide specified or prescriptive bearing length Provide specified or prescriptive bearing length STEEL COLUMN & WOOD COLUMN Provide specified bearing length Framing details such as joists and sheathing must be provided to prevent beam from twisting or rotating at support SIDE LOADED BEAM Side loads are not recommended for beams over 5 1/4" wide (three 1 3/4" plies) unless equally applied to both faces Framing is applied to sides of the beam INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
8 MULTIPLE MEMBER CONNECTION 1. Use 2 rows of nails for depths to 12. Use 3 rows of nails for depths greater than 12 up to 18. Use 4 rows of nails for depths greater than 18 up to d box (3 ½ x ) or common (3 ½ x ) nails shall be used for 1 ¾ plies. 16d sinkers (3 ½ x ) may be used for 1 ¾ plies provided the nails are driven alternating from each face (see note 3). 3. For detail A or when attaching the first two plies for details B and C (optional), the nails may be driven all from one face or alternating from both faces. If the nails do not fully penetrate the second ply, then the nails shall be driven from both faces. 4. When driving nails from each face, alternate every other nail in each row. DETAIL A Maximum 2-PLY DETAIL B Maximum 3-PLY beams Top Loaded Beam Nail Connection Minimum nail sizes: 1 ¾ & 2 plies- 16d box (3.5 x ) 1 ½ plies 10d box (3 x ) 12 OC Two rows for depths up to 12 Three rows for depths up to 18 Framing is applied to top of the beam so that each ply carries an equal load 5. For details C and D, it is permissible to nail the plies together before bolting or driving Simpson SDS or SDW (or equal) screws. Nail two plies together then nail one additional ply to each side. 6. Beams wider than 5 ½ shall be top-loaded or side-loaded from both sides to prevent rotation. Consult a professional engineer for other options. DETAIL C Maximum 4-PLY beams DETAIL D Maximum 4-PLY beams Top Loaded Beam Bolted connection Framing is applied to top of the beam so that each ply carries an equal load Nails are permissible but NOT required. See notes for Connection Assemblies. 3 24" ½ diameter ASTM grade A-307 (or better) bolts. Use washers on both faces. 7. Other nail, screw or bolt configurations are possible. Consult International Beams Inc. or a professional engineer. 8 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
9 BEAM HOLE DETAILS 1 foot Maximum 2x Diameter of larger hole 1 foot 1/3 Beam Depth 1/3 1/3 Span Length 1/3 Clear Span NOTES: 1. The Allowed Hole Zone in this chart is suitable for Uniformly loaded beams using maximum loads for any tables listed. For other load conditions or hole configurations, please contact IB. 2. If more than one hole is to be cut in the beam, the length of the uncut beam between holes must be a minimum of twice the diameter of the largest hole. 3. Rectangular holes are not allowed. 4. Holes in cantilevers require additional analysis. Beam Depths 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" 24" Maximum Hole Diameter 1 1/8" 1 1/2" 2" 2" 2" 2" 2" 2" 2" INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
10 PRODUCT SPECIFICATIONS & DESIGN VALUES IB MAX-CORE LVL 2.0E F b ALLOWABLE DESIGN PROPERTIES Depth Moment (ft - lbs) Shear 100% 115% 100% 115% Moment of Inertia (IN4) EI 106 IN2 lbs Weight (lbs/ft) 5 1/2" 2,770 3,185 1,860 2, /4" 4,492 5,165 2,452 2, /4" 6,880 7,912 3,129 3, /4" 9,691 11,144 3,806 4, /8" 10,652 12,250 4,017 4, " 14,209 16,341 4,736 5, " 17,950 20,642 5,413 6, , " 22,059 25,368 6,090 7, , " 36,494 41,969 8,120 9,338 2,016 4, NOTES: 1. The design properties table has been developed using the provisions of National Design Specification for Wood Construction 2015 Edition and the allowable stress design properties provided in APA Product Report PR-L The design properties are applicable to loading in a beam orientation with lateral support at bearing points and continuous lateral support along the compression edge of the beam. 3. Design properties are based on dry service conditions only. 4. All single ply beams are limited to a depth of 14 maximum. Plies that are 16 or deeper must be used in multiple-ply applications. 5. The design properties table does not include the repetitive load factor (Cr=1.04) for beams with two plies or more. 6. The design properties table does not include the effect of allowable holes. 7. Stiffness values (EI) are based on the apparent modulus of elasticity (E=2.0x10 6 psi) and the effect of shear deformation has been included. 10 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
11 NOTES FOR USE OF ALLOWABLE UNIFORM FLOOR AND ROOF LOADS TABLES 1. The load tables have been developed using the provisions of National Design Specification for Wood Construction 2015 Edition and the allowable stress design properties provided in APA Product Report PR-L The load tables are not intended to substitute the provision of services by a structural engineer according to local project requirements. For any beam configurations that do not correspond to the assumptions of this table, the services of a structural engineer may be required. 3. The load tables are based on the maximum uniform load for floor (100% duration) or roof (115% duration) applications in residential buildings, using the most restrictive of either simple spans or continuous spans of equal length. The span length is measured from the center of the supports. The loads shown in the tables may be added to the self-weight of the beam. 4. IB MAX-CORE LVL must only be used in dry service conditions where the moisture content of the LVL will be maintained at 16% or less. 5. IB MAX-CORE LVL require lateral support at beam bearing points and continuous lateral support of the compression edge of the beam. 6. All single ply beams are limited to a depth of 14 maximum. Plies that are 16 or deeper must be used in multiple-ply applications. 7. Deflection limits must be verified with local building code and project requirements. The deflection limits used in the tables for floors (100% duration) are L/360 for live load and L/240 for total load. The deflection limits used in the tables for roofs (115% duration) are L/240 for live load and L/180 for total load. 8. To use the tables, the user must check that both the live load and the total load values listed are not exceeded for a given span. Where the symbol is shown for the allowable live load, the total load governs the design, unless the user has chosen a more stringent limit for the live load deflection (see notes 9 and 10). 9. To apply live load deflection limits of L/480 or L/600 for floor applications (100% duration), multiply the allowable load in the Live Load L/360 row by 0.75 or 0.5 respectively. 10. To apply live load deflection limits of L/360 or L/480 for roof applications (115% duration), multiply the allowable load in the Live Load L/240 row by 0.67 or 0.5 respectively. 11. If the actual span of the beam falls in between two span lengths in the SPAN column, use the allowable loads given for the greater span length. 12. The load tables include the repetitive load factor (Cr=1.04) for beams with three plies or more. 13. The load tables include the effect of allowable holes in the middle 1/3 of the depth and the middle 1/3 of the span, all according to the guidelines provided in this product manual. 14. The bearing conditions in the load table assume bearing across the full width of the beam, and a bearing material that has a bearing strength equivalent or greater than IB MAX-CORE LVL (520 psi). The load tables include an assumed maximum available bearing length of 4 ½ at the exterior supports of the beam. 15. For applications where the total load does not exceed the value given in the table, the length of bearing values may be reduced proportionately. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
12 ALLOWABLE UNIFORM FLOOR LOADS (PLF) 100% (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 100% Span (ft) Condition 1 PLY - 1 3/4" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" /6.5 1, /8.7 1, /11.2 1,450 1, / / / /11.1 1, / / / / / / / / / / / / / / / / / / / / / / / / / / INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016 Refer to notes on page 21.
13 ALLOWABLE UNIFORM FLOOR LOADS (PLF) 100% (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 100% Span (ft) Condition 2 PLY - 3 1/2" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" 24" ,524 1, /6.5 2, /8.7 2, /11.2 2,900 2,954 2,952 2,950 2, /5.4 1,335 1, /8.2 1, /10.3 1, /11.1 2,212 2,211 2,209 2, , /7.1 1,230 1,413 1,447 1, /10.5 1,767 1,766 1,764 1, / , /9.2 1,087 1, /10.2 1,606 1,604 1,602 1, / , / , /9.3 1,372 1,471 1,469 1,467 1, /8.6 1,079 1,266 1,355 1,353 1, / / , /10.6 1,257 1,255 1, / / ,048 1,172 1,171 1, / / / ,052 1,097 1, / / / /11.1 1,031 1, / / / / / / / / / / / / / / / Refer to notes on page 21. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
14 ALLOWABLE UNIFORM FLOOR LOADS (PLF) 100% (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 100% Span (ft) Condition 3 PLY - 5 1/4" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" 24" ,476 2, /6.5 3, /8.7 4, /11.2 4,351 4,431 4,428 4,426 4, , /5.4 2,003 2, /8.2 2, /10.3 2, /11.1 3,319 3,316 3,314 3, ,025 1, /7.1 1,845 2,106 2,170 2, /10.5 2,651 2,649 2,646 2, , /5.9 1,386 1, /9.2 1,630 1, /10.2 2,409 2,406 2,403 2, /4.9 1,068 1, /8.5 1,256 1, /9.3 2,058 2,206 2,204 2,201 2, , , /8.6 1,619 1,899 2,033 2,030 2, / , /7.7 1,296 1, /10.6 1,886 1,883 1, / /6.7 1,053 1,422 1,573 1,759 1,756 1, / / , /9.3 1,296 1,578 1,645 1, / / , /8.5 1,080 1, /11.1 1,547 1, / / , /10.5 1,296 1,460 1, / ,113 1,102 1,370 1, / / ,234 1, / , /10.5 1, / / /9.1 1, / / / / INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016 Refer to notes on page 21.
15 ALLOWABLE UNIFORM FLOOR LOADS (PLF) 100% (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 100% Span (ft) Condition 4 PLY - 7" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" 24" 6 3, /6.5 4, /8.7 5, /11.2 5,801 5,908 5,905 5,901 5, ,286 1, /5.4 2,671 2, /8.2 3, /10.3 3, /11.1 4,425 4,422 4,418 4, ,367 1, /7.1 2,460 2,789 2,894 3, /10.5 3,535 3,532 3,528 3, ,027 1, /5.9 1,848 2, /9.2 2,174 2, /10.2 3,212 3,208 3,205 3, ,124 2/4.9 1,424 1, /8.5 1,674 2, /9.3 2,744 2,942 2,939 2,935 2, ,120 1,603 1,317 1, /8.6 2,158 2,532 2,710 2,707 2, , /6.5 1,054 1, /7.7 1,728 2, /10.6 2,515 2,511 2, , / , /6.7 1,405 1,896 2,097 2,345 2,342 2, / , /5.9 1,157 1, /9.3 1,728 2,104 2,194 2, / / , /8.5 1,440 1, /11.1 2,063 2, / / ,196 1,213 1, /10.5 1,728 1,946 1, , /6.8 1,032 1,484 1,469 1,826 1, / , /9.2 1,259 1,645 1, / , /10.5 1, / / , /9.1 1, / /7.7 1, / /6.7 1,088 1,230 Refer to notes on page 21. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
16 ALLOWABLE UNIFORM ROOF LOADS (PLF) 115% (SNOW) (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 115% Span (ft) Condition 1 PLY - 1 3/4" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" / /7.4 1,204 4/10 1,478 1,478 1, / /9.4 1,072 1,107 1, / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016 Refer to notes on page 21.
17 ALLOWABLE UNIFORM ROOF LOADS (PLF) 115% (SNOW) (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 115% Span (ft) Condition 2 PLY - 3 1/2" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" , /5.4 1,781 3/7.4 2,400 4/10 2,947 2,956 2,954 2,952 2,950 2, , /6.8 1, /9.4 2,135 2,214 2,212 2,211 2,209 2, /4.6 1,025 1, /8.3 1,628 1,746 1,767 1,766 1,764 1, , /10.6 1,528 1,606 1,604 1,602 1, /6.6 1,068 1, /9.7 1,256 1, /10.7 1,471 1,469 1,467 1, / / ,091 1,357 1,355 1,353 1, / / /9.2 1,255 1,257 1,255 1, /8.6 1,053 1,092 1,172 1,171 1, / / /10.7 1,098 1,097 1, / / /10.1 1,033 1,031 1, / / / / / / / / / / / / / / / / / / / Refer to notes on page 21. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
18 ALLOWABLE UNIFORM ROOF LOADS (PLF) 115% (SNOW) (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 115% Span (ft) Condition 3 PLY - 5 1/4" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" 24" 6 1,497 1, /5.4 2,662 3/7.4 3,588 4/10 4,406 4,434 4,431 4,428 4,426 4, ,447 1, /6.8 2, /9.4 3,189 3,321 3,319 3,316 3,314 3, /4.6 1,538 1, /8.3 2,428 2,619 2,651 2,649 2,646 2, ,156 1,455 2, /10.6 2,293 2,409 2,406 2,403 2, , /6.6 1,602 1, /9.7 1,884 1, /10.7 2,206 2,204 2,201 2, /5.6 1,260 1, /9 1,482 1,637 2,035 2,033 2,030 2, /4.8 1,008 1, /8.4 1,186 1, /9.2 1,883 1,886 1,883 1, , , /8.6 1,580 1,638 1,759 1,756 1, / , /7.8 1,302 1, /10.7 1,648 1,645 1, / /6.9 1,086 1, /10.1 1,549 1,547 1, / / , /9.5 1,365 1,432 1,460 1, / / , /9 1,161 1,283 1,382 1, / / / , /10.8 1,311 1, / /9.8 1,064 1,172 1, / / /11.1 1, / / / / / INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016 Refer to notes on page 21.
19 ALLOWABLE UNIFORM ROOF LOADS (PLF) 115% (SNOW) (Can be applied to the beam in addition to its own weight) IB MAX-CORE LVL - ALLOWABLE UNIFORM FLOOR LOADS (PLF) - 115% Span (ft) Condition 4 PLY - 7" 7 1/4" 9 1/4" 11 1/4" 11 7/8" 14" 16" 18" 24" 6 3,537 3/7.4 4,769 4/10 5,855 5,912 5,908 5,905 5,901 5, ,929 2, /6.8 3, /9.4 4,233 4,429 4,425 4,422 4,418 4, , /4.6 2,051 2, /8.3 3,219 3,493 3,535 3,532 3,528 3, ,541 1,924 2, /10.6 3,057 3,212 3,208 3,205 3, ,187 1, /6.6 2,136 2, /9.7 2,512 2, /10.7 2,942 2,939 2,935 2, , /5.6 1,680 1, /9 1,976 2,183 2,714 2,710 2,707 2, /4.8 1,345 1, /8.4 1,582 1, /9.2 2,510 2,515 2,511 2, ,093 1,381 1,286 1, /8.6 2,017 2,184 2,345 2,342 2, , /6.7 1,059 1, /7.8 1,736 1, /10.7 2,197 2,194 2, / , /6.9 1,448 1, /10.1 2,066 2,063 2, / /6.2 1,219 1, /9.5 1,820 1,909 1,946 1, / /5.6 1,037 1, /9 1,548 1,711 1,842 1, / / , /8.2 1,327 1, /10.8 1,749 1, / ,269 4/9.8 1,419 1,562 1, / /8.5 1,093 1, /11.1 1, / / , /10.2 1, / /8.9 1,230 Refer to notes on page 21. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
20 MINIMUM BEARING LENGTH REQUIREMENTS IB MAX-CORE LVL 2.0E F b Reaction (lbs) 1 ply (1 3/4'') 2 ply (3 1/2'') 3 ply (5 1/4'') 4 ply (7'') 1, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , NOTES: 1. The minimum bearing length table has been developed using the provisions of National Design Specification for Wood Construction 2015 Edition and the allowable stress design properties provided in APA Product Report PR-L Minimum required bearing length is 1 ½ at beam end supports and 3 ½ at interior supports. 3. Bearing across the full width of the beam is required. 4. Bearing lengths are based on an allowable bearing stress perpendicular to grain of 520 psi for IB MAX-CORE LVL. The structural adequacy of the support material or member must also be verified by the user. 5. Bearing lengths are based on dry service conditions only. 6. No decrease in bearing length is permitted for duration of load. 20 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
21 NOTES FOR ALLOWABLE UNIFORM FLOOR AND ROOF LOADS (PLF) 1. Deflection limits must be verified with local building code and project requirements. The deflection limits used in the tables for floors (100% duration) are L/360 for live load and L/240 for total load. The deflection limits used in the tables for roofs (115% duration) are L/240 for live load and L/180 for total load. 2. The bearing conditions in the load table assume bearing across the full width of the beam, and a bearing material that has a bearing strength equivalent or greater than IB MAX-CORE LVL (520 psi). The load tables include an assumed maximum available bearing length of 4 ½ at the exterior supports of the beam. INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
22 NOTES 22 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER 2016
23 INTERNATIONAL BEAMS U.S. LVL DESIGN MANUAL OCTOBER
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