VERSA-LAM LVL DESIGN GUIDE - Bmc.a.bigcontent.io
E A S TE R N U N ITE D S TATE SVERSA-LAM LVLDESIGN GUIDE Eastern US For Products Manufactured in Alexandria, Louisiana and Thorsby, AlabamaF LO O RS RO O FS WA LL Swww.BC.com/ewp
E A S TE R N U N ITE D S TATE SA LLOWA B LE S TR E S S VA LU E SDesign PropertyGradeVersa-Lam LVL BeamsVersa-Lam LVL Columns1½" Versa-Stud LVL2.1E 31001.8E 26501.8E 2650Modulus of Elasticity True(Shear-Free) E (x 106 psi) (1) (7)2.11.81.8Modulus of Elasticity ApparentE (x 106 psi) (1)2.01.71.7Modulus of Elasticityfor Stability Emin (x 106 psi)(1) (8)1.10.90.9BendingFb (psi)(2)(3)310026502650Horizontal ShearFv (psi) (2) (4)285285285Tension Parallel to GrainFt (psi) (2) (5)215016501650Compression Parallel to GrainFcll (psi) (2)300030003000Compression Perpendicular to GrainFc (psi) (2) (6)750750750Equivalent Specific Gravity forFastener Design (SG)0.50.50.51. This value cannot be adjusted for load duration.2. This value is based upon a load duration of 100% and may be adjusted for other loaddurations.3. Fiber stress bending value shall be multiplied by the depth factor, (12/d)1/9 whered member depth [in].4. Stress applied perpendicular to the gluelines.5. Tension value shall be multiplied by a length factor, (4/L)1/8 whereL member length [ft]. Use L 4 for members less than four feet long.6. Stress applied parallel to the gluelines.7. True or shear-free modulus of elasticity does not account for shear deformation.8. Emin is the reference modulus of elasticity for beam and column stability calculations.It is calculated using Eapparent in accordance with Appendix D of the 2018 NDS. Whencalculating Emin, the coefficient of modulus of elasticity, COVE, may be taken as 0.10,and the adjustment factor to convert E to a pure bending basis may be taken as 1.05.* Design properties are limited to dry conditions of use where the maximum moisturecontent of the material will not exceed 16%.1½Versa-Lam 2.1E 31001¾3½PAGE 2 1,97013,300Allowable MomentMoment of 1.056,9522333.3GradeWidth[in]5¼Versa-Lam 2.1E 3100GradeWidth[in]Versa-Stud 1.8E 2650VERSA-LAM LVL DESIGN VALUESBoise Cascade EWP l US East 2.1 Versa-Lam Design Information Rev .425.228.832.436.043.2Allowable 34826,600113,90431,920160,732Momentof 72389.33402.04666.78064.0www.BC.com/ewp
VERSA-LAM 1.8E 2650 COLUMN 308,9007,7406,7906,0003½" x 03,8253,3502,9503½" x 06,5053½" x 04,7804,8504,1904,2403,6903,7405¼" x ble Axial Load (lb)3½" x 5¼"100%115%125%22,07024,165 0954,3404,4354,4905¼" x 5½"100%115%125%3½" x 9406,0205,2704,6505¼" x 3,52512,28511,20510,2609,4208,680Table assumes that the column is braced at column ends only. Effective columnlength is equal to actual column length.Allowable loads are based upon one-piece (solid) column members used in dryservice conditions. BC Calc sizing software (www.BCCalc.com) may be used formulti-piece column design.Allowable loads are based on an eccentricity value equal to 0.167 multiplied byeither the column thickness or width (worst case).Allowable loads are based on axial loaded columns using the design provisionsof the 2018 National Design Specification (NDS) for Wood Construction. Tablecapacity values based upon a buckling length coefficient, Ke, equal to 2513,92012,62011,49510,5059,6358,870125%3½" x 8357,6656,7105,9155¼" x 6,26014,65013,27012,07011,03010,1109,300(rotation free, translation fixed at each column end per NDS Appendix G).A Ke coefficient of 1.0 conservatively models typical wood column applications.For other end fixity conditions, contact Boise Cascade EWP Engineering. Forside or other combined bending and axial loads, see provisions in 2018 NDS.Load values are not shown for short lengths due to loads exceeding commonconnector capacities. Load values are not shown for longer lengths if thecontrolling slenderness ratio exceeds 50 (per NDS).Lateral loads (wind loading) are not considered in this table. BC Calc sizingsoftware (www.BCCalc.com) may be used for out of plane lateral load columnapplication design.CLOSEST ALLOWABLE NAIL SPACINGVersa-Lam ProductsNail Size8d Box(0.113"ø x 2.5")8d Common(0.131"ø x 2.5")10d & 12d Box(0.128"ø x 3", 3.25")16d Box(0.135"ø x 3.5")10d & 12d Common &16d Sinker(0.148"ø x 3", 3.25")16d Common(0.162"ø x 3.5")www.BC.com/ewpNailing Parallel to Glue Lines (Narrow Face)Versa-Lam 1½"O.C.End[in][in]33331½22246Versa-Lam rto Glue Lines(Wide Face)(1)Versa-Lam 3½" & WiderO.C.End[in][in]2222½1113232PAGE 3 lAll ProductsO.C.End[in][in]2222½111222222Nailing Parallel to GlueLines(Narrow Face)NailingPerpendicular toGlue Lines (WideFace)1) For 1¾" thickness and greater, 2 rowsof nails (such as for a metal strap)are allowed (use ½" minimum offsetbetween rows and stagger nails).Boise Cascade EWP l US East 2.1 Versa-Lam Design Information Rev 06.08.20
VERSA-LAM 2.1E 3100US EAST FLOOR LOAD TABLES(100% Load Duration)Top Figure- Allowable Total Load [plf]Middle Figure- Allowable Live Load [plf]Bottom Figure - Minimum Required Bearing Length at End / Intermediate Supports [inches]Double Ply 1¾" Versa-Lam 2.1E 3100Triple Ply 1¾" Versa-Lam 2.1E 3100Quadruple Ply 1¾" Versa-Lam 2.1E 3100 SPAN 1¾" Versa-Lam 2.1E 3100or 3½" Versa-Lam 2.1E 3100or 5¼" Versa-Lam 2.1E 3100or 7" Versa-Lam 2.1E 3100(ft)7¼" 9½" 11⅞" 14" 7¼" 9½" 11⅞" 14" 16" 18" 9½" 11⅞" 14" 16" 18" 20" 11⅞" 14" 16" 18" 20" 24"KEY TO TABLE:6789101112131415167636931.8 / 4.46364521.7 / 4.34623101.5 / 3.53292221.5 / 32421641.5 / 31831241.5 / 3141961.5 / 3111761.5 / 388611.5 / 371501.5 / 358411.5 / 317181920222426283010632.4 / 6.18772.4 / 5.97466602.3 / 5.76494772.2 / 5.65273552 / 5.14012711.7 / 4.33122111.5 / 3.62461681.5 / 3.11981351.5 / 31611111.5 / 3132921.5 / 3110771.5 / 392651.5 / 378551.5 / 366471.5 / 314243.3 / 8.211603.1 / 7.89793 / 7.58462.9 / 7.37456602.9 / 7.16655082.8 / 75853982.7 / 6.84703182.4 / 5.93802572.1 / 5.13102111.8 / 4.52571751.6 / 42141471.5 / 3.61811241.5 / 3.21531061.5 / 3131921.5 / 398691.5 / 374541.5 / 357421.5 / 317951525212613854.1 / 10.3 1.8 / 4.4 2.4 / 6.11444127117539053.9 / 9.7 1.7 / 4.3 2.4 / 5.91207924149262113213.7 / 9.3 1.5 / 3.5 2.3 / 5.7103765812974449543.6 / 8.9 1.5 / 3 2.2 / 5.690948410553277103.5 / 8.7 1.5 / 32 / 5.18083658037982485413.4 / 8.5 1.5 / 3 1.7 / 4.37282826236291934223.4 / 8.4 1.5 / 3 1.5 / 3.66622214935041523353.3 / 8.3 1.5 / 3 1.5 / 3.15851763964101232703.2 / 7.9 1.5 / 31.5 / 34991433223381002212.9 / 7.2 1.5 / 31.5 / 3414117265281831832.6 / 6.4 1.5 / 31.5 / 334796220236691532.3 / 5.7 1.5 / 31.5 / 329480185201581302.1 / 5.2 1.5 / 31.5 / 325067156172501101.9 / 4.7 1.5 / 31.5 / 32155713314843951.7 / 4.2 1.5 / 31.5 / 316198112721.5 / 3.51.5 / 31237387551.5 / 31.5 / 3965669441.5 / 31.5 / 376551.5 / 360451.5 / 328493.3 / 8.223213.1 / 7.819573 / 7.516922.9 / 7.3148913212.9 / 7.1133010152.8 / 711707962.7 / 6.89416352.4 / 5.97595142.1 / 5.16214221.8 / 4.55143501.6 / 44292941.5 / 3.63612491.5 / 3.23072131.5 / 32631831.5 / 31961381.5 / 31491071.5 / 3115851.5 / 390681.5 / 371551.5 / 335904.1 / 10.328883.9 / 9.724143.7 / 9.320743.6 / 8.918173.5 / 8.7161715953.4 / 8.5145612583.4 / 8.4132410093.3 / 8.311718203.2 / 7.99986752.9 / 7.28295622.6 / 6.46954732.3 / 5.75874012.1 / 5.25003431.9 / 4.74292961.7 / 4.23222241.5 / 3.52461741.5 / 31921371.5 / 31511101.5 / 3121901.5 / 343875 / 12.634824.7 / 11.728864.4 / 11.124634.3 / 10.621484.1 / 10.319044 / 10.117093.9 / 9.9155014563.9 / 9.7141811893.8 / 9.613079823.8 / 9.511518203.6 / 8.910186913.3 / 8.48655883 / 7.67395042.7 / 6.86364352.5 / 6.24793302.1 / 5.23692571.8 / 4.42892031.5 / 3.82291641.5 / 3.31841341.5 / 347945.5 / 13.841075.5 / 13.834025.2 / 1328845 / 12.425024.8 / 1222094.7 / 11.719774.6 / 11.417894.5 / 11.216334.4 / 11150213594.3 / 10.9139011384.3 / 10.712749624.2 / 10.511348204 / 9.910167043.7 / 9.48956093.5 / 8.76784642.9 / 7.35233612.5 / 6.24112862.1 / 5.33282311.8 / 4.62651891.6 / 431892.4 / 6.126302.4 / 5.9223719812.3 / 5.7194614312.2 / 5.6158210652 / 5.112048121.7 / 4.39356331.5 / 3.67395031.5 / 3.15944051.5 / 34833321.5 / 33972751.5 / 33302301.5 / 32771941.5 / 32341661.5 / 31991421.5 / 31471071.5 / 3110831.5 / 384651.5 / 364531.5 / 350431.5 / 3 Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values arethe capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/360. Check the local building code for otherdeflection limits that may apply. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span ismeasured center to center of the supports. Analyze multiple span beams with BC Calc soft ware ifthe length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along thetop edge and applicable compression edges of the beam.PAGE 4 l42733.3 / 8.234813.1 / 7.829363 / 7.525372.9 / 7.3223419812.9 / 7.1199515232.8 / 7175511942.7 / 6.814119532.4 / 5.911397712.1 / 5.19316331.8 / 4.57705261.6 / 46434411.5 / 3.65423731.5 / 3.24603191.5 / 33942751.5 / 32932081.5 / 32231611.5 / 31721271.5 / 31351021.5 / 3106831.5 / 353844.1 / 10.343313.9 / 9.736223.7 / 9.331113.6 / 8.927263.5 / 8.7242523933.4 / 8.5218418873.4 / 8.4198615133.3 / 8.3175612303.2 / 7.9149710132.9 / 7.212438432.6 / 6.410427092.3 / 5.78816022.1 / 5.27515151.9 / 4.76444441.7 / 4.24833361.5 / 3.53702611.5 / 32882061.5 / 32271661.5 / 31811351.5 / 365805 / 12.652234.7 / 11.743284.4 / 11.136944.3 / 10.632224.1 / 10.328564 / 10.125643.9 / 9.9232621853.9 / 9.7212817833.8 / 9.6196014733.8 / 9.5172712303.6 / 8.9152710373.3 / 8.412988823 / 7.611097562.7 / 6.89546522.5 / 6.27194962.1 / 5.25533851.8 / 4.44333051.5 / 3.83442451.5 / 3.32762001.5 / 371915.5 / 13.861605.5 / 13.851035.2 / 1343255 / 12.437534.8 / 1233134.7 / 11.729654.6 / 11.426834.5 / 11.224494.4 / 11225320394.3 / 10.9208517074.3 / 10.7191114434.2 / 10.5170112304 / 9.9152410563.7 / 9.413439133.5 / 8.710166962.9 / 7.37855422.5 / 6.26174302.1 / 5.34923461.8 / 4.63972831.6 / 471885.5 / 13.861575.5 / 13.853845.5 / 13.847825.5 / 13.843015.5 / 13.838005.4 / 13.433905.2 / 1330595.1 / 12.727865 / 12.525584.9 / 12.3236422794.9 / 12.2219619314.8 / 12205116504.8 / 11.9186314204.6 / 11.4167812304.3 / 10.813799403.9 / 9.810707333.4 / 8.48445832.9 / 7.26754702.5 / 6.35473852.2 / 5.556973.3 / 8.246413.1 / 7.839143 / 7.533832.9 / 7.3297826422.9 / 7.1265920312.8 / 7234015922.7 / 6.8188112702.4 / 5.9151910292.1 / 5.112428441.8 / 4.510277011.6 / 48585881.5 / 3.67234981.5 / 3.26144251.5 / 35253661.5 / 33912771.5 / 32972141.5 / 32301691.5 / 31801361.5 / 31421111.5 / 371794.1 / 10.357753.9 / 9.748293.7 / 9.341483.6 / 8.936353.5 / 8.7323331903.4 / 8.5291225173.4 / 8.4264720173.3 / 8.3234216403.2 / 7.9199713502.9 / 7.2165811242.6 / 6.413899452.3 / 5.711758022.1 / 5.210016861.9 / 4.78595921.7 / 4.26444481.5 / 3.54933481.5 / 33842751.5 / 33032211.5 / 32421801.5 / 387735 / 12.669644.7 / 11.757714.4 / 11.149264.3 / 10.642964.1 / 10.338074 / 10.134183.9 / 9.9310129133.9 / 9.7283723783.8 / 9.6261419643.8 / 9.5230316403.6 / 8.9203613823.3 / 8.4173111763 / 7.6147910082.7 / 6.812728702.5 / 6.29596612.1 / 5.27385131.8 / 4.45774071.5 / 3.84583271.5 / 3.33682671.5 / 395885.5 / 13.882135.5 / 13.868035.2 / 1357675 / 12.450034.8 / 1244174.7 / 11.739534.6 / 11.435774.5 / 11.232654.4 / 11300327184.3 / 10.9278022774.3 / 10.7254719244.2 / 10.5226816404 / 9.9203214083.7 / 9.4179012183.5 / 8.713559282.9 / 7.310477222.5 / 6.28235732.1 / 5.36564621.8 / 4.65303781.6 / 495845.5 / 13.882095.5 / 13.871785.5 / 13.863765.5 / 13.857345.5 / 13.850675.4 / 13.445195.2 / 1340785.1 / 12.737155 / 12.534104.9 / 12.3315130384.9 / 12.2292925754.8 / 12273522004.8 / 11.9248418934.6 / 11.4223716404.3 / 10.8183912533.9 / 9.814269783.4 / 8.411257772.9 / 7.29006272.5 / 6.37295132.2 / 5.595765.5 / 13.882015.5 / 13.871705.5 / 13.863685.5 / 13.857265.5 / 13.852015.5 / 13.847645.5 / 13.843945.5 / 13.840765.5 / 13.838015.5 / 13.835615.5 / 13.833485.5 / 13.831605.5 / 13.829915.5 / 13.8283927185.5 / 13.8257620915.5 / 13.8218416405.1 / 12.8185313084.7 / 11.8154110604.2 / 10.612568703.7 / 9.3 Table values for Minimum Required Bearing Lengths are based on the allowable compressiondesign value perpendicular to grain for the beam and the Total Load value shown. Other designconsiderations, such as a weaker support material, may warrant longer bearing lengths. Tablevalues assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and AllowableLive Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1¾ inch members deeper than 14 inches are to be used as multiple-member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed thelimitations of this table by analyzing a specific application with BC Calc software.Boise Cascade EWP l US East 2.1 Versa-Lam Design Information Rev 06.08.20www.BC.com/ewp
VERSA-LAM 2.1E 3100US EAST ROOF SNOW LOAD TABLES(115% Load Duration)Top Figure- Allowable Total Load [plf]Middle Figure- Allowable Live Load [plf]Bottom Figure - Minimum Required Bearing Length at End / Intermediate Supports [inches]Double Ply 1¾" Versa-Lam 2.1E 3100Triple Ply 1¾" Versa-Lam 2.1E 3100Quadruple Ply 1¾" Versa-Lam 2.1E 3100 or SPAN 1¾" Versa-Lam 2.1E 3100or 3½" Versa-Lam 2.1E 3100or 5¼" Versa-Lam 2.1E 31007" Versa-Lam 2.1E 3100(ft)7¼" 9½" 11⅞" 14" 7¼" 9½" 11⅞" 14"16"18" 9½" 11⅞" 14"16"18"20" 11⅞" 14"16"18"20" 24"KEY TO 16782 / 4.95984661.8 / 4.64403331.5 / 3.83242461.5 / 3.12451861.5 / 31891441.5 / 31491141.5 / 3119921.5 / 396751.5 / 379621.5 / 365521.5 / 355441.5 / 346371.5 / 312232.8 / 710092.7 / 6.88582.6 / 6.67477152.6 / 6.46375322.4 / 6.15264062.2 / 5.64173171.9 / 4.83302511.7 / 4.12652031.5 / 3.62161661.5 / 3.21781371.5 / 31481151.5 / 3125971.5 / 3106831.5 / 390711.5 / 367541.5 / 351421.5 / 316393.8 / 9.413353.6 / 8.911263.5 / 8.69743.4 / 8.48573.3 / 8.27657623.2 / 8.16745973.1 / 7.85734762.9 / 7.24933862.7 / 6.74163172.4 / 63442632.1 / 5.32882201.9 / 4.82431871.7 / 4.32071601.5 / 3.81771371.5 / 3.51321041.5 / 3101801.5 / 379631.5 / 362511.5 / 349421.5 / 320654.7 / 11.816614.4 / 11.113894.3 / 10.611944.1 / 10.310464 / 109313.9 / 9.88383.9 / 9.77627563.8 / 9.56746153.6 / 9.15865063.4 / 8.55154213.2 / 7.94553543 / 7.53943012.8 / 6.93362572.5 / 6.22892222.3 / 5.62171681.9 / 4.71671301.6 / 41301031.5 / 3.4103831.5 / 383681.5 / 317552/5146313572 / 4.911979311.8 / 4.68806651.5 / 3.86484911.5 / 3.14893721.5 / 33782891.5 / 32972291.5 / 32381841.5 / 31931501.5 / 31581241.5 / 31311041.5 / 3109871.5 / 392741.5 / 378641.5 / 357481.5 / 342371.5 / 324462.8 / 720182.7 / 6.817172.6 / 6.6149314312.6 / 6.4127410652.4 / 6.110528122.2 / 5.68346331.9 / 4.86605031.7 / 4.15314051.5 / 3.64323321.5 / 3.23562751.5 / 32972301.5 / 32491941.5 / 32111661.5 / 31801421.5 / 31341071.5 / 3101831.5 / 378651.5 / 360531.5 / 347431.5 / 332783.8 / 9.426703.6 / 8.922523.5 / 8.619473.4 / 8.417143.3 / 8.2153115233.2 / 8.1134711943.1 / 7.811469532.9 / 7.29877712.7 / 6.78326332.4 / 66895262.1 / 5.35764411.9 / 4.84863731.7 / 4.34133191.5 / 3.83542751.5 / 3.52652081.5 / 32021611.5 / 31571271.5 / 31241021.5 / 399831.5 / 341304.7 / 11.833234.4 / 11.127794.3 / 10.623874.1 / 10.320924 / 1018613.9 / 9.816763.9 / 9.7152415133.8 / 9.5134912303.6 / 9.1117310133.4 / 8.510298433.2 / 7.99107093 / 7.57886022.8 / 6.96725152.5 / 6.25774442.3 / 5.64343361.9 / 4.73332611.6 / 42612061.5 / 3.42071661.5 / 31661351.5 / 347965.5 / 13.840075.4 / 13.433215.1 / 12.728354.9 / 12.224724.7 / 11.921924.6 / 11.619684.5 / 11.317854.5 / 11.216344.4 / 11150514734.3 / 10.9132712304.1 / 10.2117310373.9 / 9.610458823.6 / 9.19367563.4 / 8.68436523.3 / 8.26454962.8 / 6.94973852.3 / 5.93903052/53112451.7 / 4.42512001.5 / 3.847945.5 / 13.841075.5 / 13.835915.5 / 13.831905.5 / 13.828695.5 / 13.825435.4 / 13.422765.2 / 13.120605.1 / 12.918805.1 / 12.717305 / 12.516014.9 / 12.3146814434.8 / 12130712304.5 / 11.4117110564.3 / 10.810559134.1 / 10.28696963.7 / 9.37045423.3 / 8.35554302.8 / 7.14433462.5 / 6.23592832.2 / 5.436692.8 / 730272.7 / 6.825752.6 / 6.6224021462.6 / 6.4191215972.4 / 6.1157712182.2 / 5.612529501.9 / 4.89917541.7 / 4.17966081.5 / 3.66494971.5 / 3.25354121.5 / 34453451.5 / 33742911.5 / 33172491.5 / 32702141.5 / 32001611.5 / 31521251.5 / 3116981.5 / 391791.5 / 371641.5 / 3 Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values arethe capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for otherdeflection limits that may apply. Flat and low slope roofs may require more restrictive deflectionlimits, consult project's design professional of record. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span ismeasured center to center of the supports. Analyze multiple span beams with BC Calc software ifthe length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along thetop edge and applicable compression edges of the beam.www.BC.com/ewpPAGE 5 l49173.8 / 9.440063.6 / 8.933793.5 / 8.629213.4 / 8.425713.3 / 8.2229622853.2 / 8.1202117913.1 / 7.8171914292.9 / 7.2148011572.7 / 6.712489502.4 / 610337882.1 / 5.38646611.9 / 4.87295601.7 / 4.36204791.5 / 3.85314121.5 / 3.53973111.5 / 33032411.5 / 32361901.5 / 31861531.5 / 31481251.5 / 361954.7 / 11.849844.4 / 11.141684.3 / 10.635814.1 / 10.331384 / 1027923.9 / 9.825143.9 / 9.7228722693.8 / 9.5202318453.6 / 9.1175915193.4 / 8.5154412643.2 / 7.9136510633 / 7.511829022.8 / 6.910087722.5 / 6.28666662.3 / 5.66515041.9 / 4.75003911.6 / 43913091.5 / 3.43102491.5 / 32492031.5 / 371945.5 / 13.860105.4 / 13.449815.1 / 12.742524.9 / 12.237094.7 / 11.932884.6 / 11.629524.5 / 11.326784.5 / 11.224504.4 / 11225822104.3 / 10.9199018454.1 / 10.2176015553.9 / 9.6156713223.6 / 9.1140411333.4 / 8.612659793.3 / 8.29677432.8 / 6.97465782.3 / 5.95854572/54663681.7 / 4.43763011.5 / 3.871915.5 / 13.861605.5 / 13.853875.5 / 13.847855.5 / 13.843045.5 / 13.838145.4 / 13.434145.2 / 13.130895.1 / 12.928215.1 / 12.725955 / 12.524024.9 / 12.3220121654.8 / 12196118454.5 / 11.4175715844.3 / 10.8158313704.1 / 10.2130310443.7 / 9.310568133.3 / 8.38326452.8 / 7.16655202.5 / 6.25394252.2 / 5.471885.5 / 13.861575.5 / 13.853845.5 / 13.847825.5 / 13.843015.5 / 13.839075.5 / 13.835795.5 / 13.833015.5 / 13.830635.5 / 13.828575.5 / 13.826775.5 / 13.825175.5 / 13.823645.5 / 13.7214721305.3 / 13.1193418455 / 12.5159314104.5 / 11.3133411004.2 / 10.411328743.8 / 9.69107063.3 / 8.47405782.9 / 7.365563.8 / 9.453413.6 / 8.945053.5 / 8.638943.4 / 8.434293.3 / 8.2306230463.2 / 8.1269423893.1 / 7.8229219052.9 / 7.2197315432.7 / 6.7166412662.4 / 6137710512.1 / 5.311528821.9 / 4.89727471.7 / 4.38276381.5 / 3.87085491.5 / 3.55294151.5 / 34043211.5 / 33142541.5 / 32482041.5 / 31971661.5 / 382604.7 / 11.866464.4 / 11.155584.3 / 10.647744.1 / 10.341844 / 1037233.9 / 9.833533.9 / 9.7304930263.8 / 9.5269724603.6 / 9.1234620253.4 / 8.5205816863.2 / 7.9182014183 / 7.5157612032.8 / 6.9134410292.5 / 6.211558872.3 / 5.68686721.9 / 4.76675211.6 / 45214121.5 / 3.44133311.5 / 33322701.5 / 395925.5 / 13.880135.4 / 13.466425.1 / 12.756704.9 / 12.249454.7 / 11.943834.6 / 11.639364.5 / 11.335714.5 / 11.232674.4 / 11301129464.3 / 10.9265324604.1 / 10.2234620743.9 / 9.6208917633.6 / 9.1187215113.4 / 8.6168613053.3 / 8.212899912.8 / 6.99947702.3 / 5.97816102/56224911.7 / 4.45024011.5 / 3.895885.5 / 13.882135.5 / 13.871825.5 / 13.863805.5 / 13.857385.5 / 13.850855.4 / 13.445525.2 / 13.141195.1 / 12.937615.1 / 12.734595 / 12.532024.9 / 12.3293528864.8 / 12261424604.5 / 11.4234221124.3 / 10.8211018274.1 / 10.2173813923.7 / 9.3140810833.3 / 8.311098592.8 / 7.18876932.5 / 6.27185662.2 / 5.495845.5 / 13.882095.5 / 13.871785.5 / 13.863765.5 / 13.857345.5 / 13.852095.5 / 13.847725.5 / 13.844025.5 / 13.840845.5 / 13.838095.5 / 13.835695.5 / 13.833565.5 / 13.831515.5 / 13.7286228395.3 / 13.1257924605 / 12.5212418804.5 / 11.3177914674.2 / 10.4151011663.8 / 9.612149413.3 / 8.49867702.9 / 7.395765.5 / 13.882015.5 / 13.871705.5 / 13.863685.5 / 13.857265.5 / 13.852015.5 / 13.847645.5 / 13.843945.5 / 13.840765.5 / 13.838015.5 / 13.835615.5 / 13.833485.5 / 13.831605.5 / 13.829915.5 / 13.828395.5 / 13.825765.5 / 13.823575.5 / 13.8213919635.4 / 13.5183715905 / 12.6159413054.7 / 11.7 Table values for Minimum Required Bearing Lengths are based on the allowable compressiondesign value perpendicular to grain for the beam and the Total Load value shown. Other designconsiderations, such as a weaker support material, may warrant longer bearing lengths. Tablevalues assume that support is provided across the full width of the beam. For 2-ply, 3-ply or 4-ply beams; double, triple or quadruple Allowable Total Load and AllowableLive Load values. Minimum Required Bearing Lengths remain the same for any number of plies. 1¾ inch members deeper than 14 inches are to be used as multiple-member beams only. This table was designed to apply to a broad range of applications. It may be possible to exceed thelimitations of this table by analyzing a specific application with BC Calc software.Boise Cascade EWP l US East 2.1 Versa-Lam Design Information Rev 06.08.20
VERSA-LAM 2.1E 3100US EAST ROOF NON-SNOW LOAD TABLES(125% Load Duration)Top Figure- Allowable Total Load [plf]Middle Figure- Allowable Live Load [plf]Bottom Figure - Minimum Required Bearing Length at End / Intermediate Supports [inches]Double Ply 1¾" Versa-Lam 2.1E 3100Triple Ply 1¾" Versa-Lam 2.1E 3100Quadruple Ply 1¾" Versa-Lam 2.1E 3100 or SPAN 1¾" Versa-Lam 2.1E 3100or 3½" Versa-Lam 2.1E 3100or 5¼" Versa-Lam 2.1E 31007" Versa-Lam 2.1E 3100(ft)7¼" 9½" 11⅞" 14" 7¼" 9½" 11⅞" 14"16"18" 9½" 11⅞" 14"16"18"20" 11⅞" 14"16"18"20" 24"KEY TO TABLE:678910111213141516171819209542.2 / 5.57956782.1 / 5.36174661.9 / 4.74403331.5 / 3.83242461.5 / 3.12451861.5 / 31891441.5 / 31491141.5 / 3119921.5 / 396751.5 / 379621.5 / 365521.5 / 355441.5 / 346371.5 / 339321.5 / 3222426283013303.1 / 7.610972.9 / 7.39332.9 / 7.18127152.8 / 76935322.7 / 6.65374062.3 / 5.74173171.9 / 4.83302511.7 / 4.12652031.5 / 3.62161661.5 / 3.21781371.5 / 31481151.5 / 3125971.5 / 3106831.5 / 390711.5 / 367541.5 / 351421.5 / 339331.5 / 317824.1 / 10.214523.9 / 9.712253.8 / 9.410593.7 / 9.19323.6 / 8.98337623.5 / 8.87335973.4 / 8.46234763.1 / 7.85083862.7 / 6.94163172.4 / 63442632.1 / 5.32882201.9 / 4.82431871.7 / 4.32071601.5 / 3.81771371.5 / 3.51321041.5 / 3101801.5 / 379631.5 / 362511.5 / 349421.5 / 322455.1 / 12.918074.8 / 12.115114.6 / 11.612984.5 / 11.211384.4 / 10.910124.3 / 10.79124.2 / 10.58297564.1 / 10.47346154 / 9.96385063.7 / 9.25554213.4 / 8.64663543.1 / 7.73943012.8 / 6.93362572.5 / 6.22892222.3 / 5.62171681.9 / 4.71671301.6 / 41301031.5 / 3.4103831.5 / 383681.5 / 319082.2 / 5.5159113572.1 / 5.312359311.9 / 4.78806651.5 / 3.86484911.5 / 3.14893721.5 / 33782891.5 / 32972291.5 / 32381841.5 / 31931501.5 / 31581241.5 / 31311041.5 / 3109871.5 / 392741.5 / 378641.5 / 357481.5 / 342371.5 / 326603.1 / 7.621942.9 / 7.318672.9 / 7.1162414312.8 / 7138610652.7 / 6.610738122.3 / 5.78346331.9 / 4.86605031.7 / 4.15314051.5 / 3.64323321.5 / 3.23562751.5 / 32972301.5 / 32491941.5 / 32111661.5 / 31801421.5 / 31341071.5 / 3101831.5 / 378651.5 / 360531.5 / 347431.5 / 335644.1 / 10.229043.9 / 9.724493.8 / 9.421173.7 / 9.118643.6 / 8.9166515233.5 / 8.8146511943.4 / 8.412479533.1 / 7.810177712.7 / 6.98326332.4 / 66895262.1 / 5.35764411.9 / 4.84863731.7 / 4.34133191.5 / 3.83542751.5 / 3.52652081.5 / 32021611.5 / 31571271.5 / 31241021.5 / 399831.5 / 344915.1 / 12.936134.8 / 12.130224.6 / 11.625964.5 / 11.222754.4 / 10.920244.3 / 10.718234.2 / 10.5165815134.1 / 10.4146712304 / 9.9127610133.7 / 9.211108433.4 / 8.69317093.1 / 7.77886022.8 / 6.96725152.5 / 6.25774442.3 / 5.64343361.9 / 4.73332611.6 / 42612061.5 / 3.42071661.5 / 31661351.5 / 347965.5 / 13.841095.5 / 13.835935.5 / 13.830835.3 / 13.326895.2 / 12.923845 / 12.621414.9 / 12.319424.8 / 12.117774.8 / 12163814734.7 / 11.8144312304.4 / 11.1127710374.2 / 10.511378824 / 9.99917563.6 / 9.18546523.3 / 8.36454962.8 / 6.94973852.3 / 5.93903052/53112451.7 / 4.42512001.5 / 3.847945.5 / 13.841075.5 / 13.835915.5 / 13.831905.5 / 13.828695.5 / 13.826075.5 / 13.823885.5 / 13.822035.5 / 13.820445.5 / 13.818825.4 / 13.6174217075.4 / 13.4159714435.2 / 13.1142212304.9 / 12.3127510564.7 / 11.711499134.4 / 11.19096963.9 / 9.77045423.3 / 8.35554302.8 / 7.14433462.5 / 6.23592832.2 / 5.439903.1 / 7.632912.9 / 7.328002.9 / 7.1243621462.8 / 7207915972.7 / 6.6161012182.3 / 5.712529501.9 / 4.89917541.7 / 4.17966081.5 / 3.66494971.5 / 3.25354121.5 / 34453451.5 / 33742911.5 / 33172491.5 / 32702141.5 / 32001611.5 / 31521251.5 / 3116981.5 / 391791.5 / 371641.5 / 3 Total Load values are limited by shear, moment or deflection equal to L/180. Total Load values arethe capacity of the beam in addition to its own weight. Live Load values are limited by deflection equal to L/240. Check the local building code for otherdeflection limits that may apply. Flat and low slope roofs may require more restrictive deflectionlimits, consult project's design professional of record. Where a Live Load value is not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple span applications. Span ismeasured center to center of the supports. Analyze multiple span beams with BC Calc software ifthe length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along thetop edge and applicable compression edges of the beam.PAGE 6 l53464.1 / 10.243563.9 / 9.736743.8 / 9.431763.7 / 9.127973.6 / 8.9249822853.5 / 8.8219817913.4 / 8.4187014293.1 / 7.8152511572.7 / 6.912489502.4 / 610337882.1 / 5.38646611.9 / 4.87295601.7 / 4.36204791.5 / 3.85314121.5 / 3.53973111.5 / 33032411.5 / 32361901.5 / 31861531.5 / 31481251.5 / 367365.1 / 12.954204.8 / 12.145324.6 / 11.638944.5 / 11.234134.4 / 10.930374.3 / 10.727354.2 / 10.5248722694.1 / 10.4220118454 / 9.9191415193.7 / 9.2166512643.4 / 8.6139710633.1 / 7.711829022.8 / 6.910087722.5 / 6.28666662.3 / 5.66515041.9 / 4.75003911.6 / 43913091.5 / 3.43102491.5 / 32492031.5 / 371945.5 / 13.861635.5 / 13.853905.5 / 13.846245.3 / 13.340335.2 / 12.935765 / 12.632114.9 / 12.329134.8 / 12.126664.8 / 12245622104.7 / 11.8216518454.4 / 11.1191515554.2 / 10.5170513224 / 9.9148711333.6 / 9.112809793.3 / 8.39677432.8 / 6.97465782.3 / 5.95854572/54663681.7 / 4.43763011.5 / 3.871915.5 / 13.861605.5 / 13.853875.5 / 13.847855.5 / 13.843045.5 / 13.8
VERSA-LAM 1.8E 2650 COLUMN TABLES Versa-Lam Products Nail Size Nailing Parallel to Glue Lines (Narrow Face) (1) Nailing Perpendicular to Glue Lines (Wide Face) Versa-Lam 1½" Versa-Lam 1¾" Versa-Lam 3½" & Wider All Products O.C. [in] End [in] O.C. [in] End [in] O.C. [in] End [in] O.C. [in] End [in] 8d Box (0.113
PAGE 2 l Boise Cascade EWP l US West 2.1 Versa-Lam . Design Property Versa-Lam LVL Beams Versa-Lam 1¾" 3½" & Wider: LVL Columns Versa-Stud LVL Versa-Lam LVL Grade: 2.1E 2800 2.1E 3100: 1.8E 2650 1.8E 2400: 1.5E 1800 Modulus of Elasticity : True (Shear-Free) E (x 10: 6: psi) (1) (7) 2.1: 2.1 1.8: 1.8 1.5: Modulus of Elasticity .
Str. Dex. Con. Int. Wis. Cha. Spells per Day Lvl.1 Lvl.2 Lvl.3 Lvl.4 Lvl.5 Lvl.6 Lvl.7 Lvl.8 Lvl.9 Maximum spell level Bonus spells/day 1st 2nd 3rd 4th Psychic Powers PSPs Current Ment. ACMent. BtH Surprise Self Foes Initiative Non-proficient penalty to hit Base BtH (Bonus to Hit) Critical Hits’ Special Effect:
3½" – 7" lvl (2 0e / 2 2e**) psl (2 0e / 2 2e) lvl (2 0e) lvl (2 0e) dna lvl (2 0e) RIM BOARD Pacific Woodtech † Trus Joist Boise Roseburg Red Built LP 1¼" – 1¾" LVL Rim Board LSL Rim Board LVL Rim Board LVL Rim Board LVL Rim Board LSL Rim Board
Jun 01, 2013 · 1¾" VERSA-LAM 1.7 2400 Guide 05/20/2011 r 07/21/2011 2 VERSA-LAM Products VERSA-LAM Beam Architectural Specifications Scope: This work includes the complete furnishing and installation of all VERSA-LAM beams as show
www.leroy-somer.com 380V 220 110 0V E- E Z2 X1 Z1 X2 7 LAM OFF LAM ON ONLY FOR SPECIAL CONFIG. KNEE LAM OFF 65Hz LAM OFF LAM MODE 2 LAM MODE 1 LAM OFF LAM MODE 2 LAM MODE 1 . SHUNT/AREP & PMG excitation systems are controlled by the AVR. 2.1 - AREP excitation system . With . AREP. excitation, the electronic AVR is
VERSA-LAM 3100 2.0E Design Properties VERSA-LAM 3100 2.0E Beam Size Grade Weight (plf) Stiffness, El (x10 6 lb/in 2) VERSA-LAM Beams Factored Shear Resistance, Vr (lbs) Factored Bending Resistance, Mr (lb/ft) 1 3/4" x 7 1/4 " 7,624 4,415 111 3.7 1 3/4" x 9 1/4 " 12,080 5,633 231 4.7 1 3/4" x 9 1/2 " 12,704 5,786 250 4.8 1 3/4" x 11 1/4 .File Size: 1MB
product# formica - product description cfg grade fo3423-46 180fx lam travertine gold gd 2 fo3424-46 180fx lam nacarado gd 2 . fo5886-43 lam sorrel cherry gd 1 fo5887-nt lam millennium oak gd 1 fo5904-43 lam wild cherry gd 1 fo5904-43vg lam wild cherry vertical gd 1
Last previous edition approved in 2018 as A234/A234M – 18. DOI: 10.1520/A0234_A0234M-18A. 2 For ASME Boiler and Pressure Vessel Code applications see related Specifi-cation SA-234 in Section II of that Code. 3 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards volume information, refer .
