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©Boise Cascade Single 3-1/2n n X 11-7/8 VERSA -LAM® 2.0 3100 DF PASSED <br />ENGINEERED WOOD PRODIICTG <br />FB1-9 Beam <br />BC CALCO Member Report <br />Dry 11 span I No cant. August 18, 2023 10:10:01 <br />Build 16959 <br />Job name: Wan <br />File name: <br />Address: <br />Description: <br />City, State, Zip: <br />Specifier: Kellen <br />Customer: Chinook Lumber <br />Designer: MJM <br />Code reports: ESR-1040 <br />Company: Boise <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />0 <br />1 <br />1 <br />1 <br />131 <br />09-00-00 <br />Total Horizontal Product Length = 09-00-00 <br />B2 <br />Reaction Summary (Down / Uplift) (Ibs) <br />Bearing <br />Live Dead <br />Snow <br />Wind Roof Live <br />B 1, 3-1 /2" <br />900 / 0 273 / 0 <br />B2, 3-1/2" <br />900 / 0 273 / 0 <br />Load Summary <br />Live Dead Snow Wind Roof Tributary <br />Live <br />Tag Description <br />Load Type Ref. <br />Start <br />End <br />Loc. 100% 90% 115% 160% 125% <br />0 Self -Weight <br />Unf. Lin. (lb/ft) L <br />00-00-00 09-00-00 <br />Top 11 00-00-00 <br />1 <br />Unf. Area (Ib/ft2) L <br />00-00-00 09-00-00 <br />Back 40 10 05-00-00 <br />Controls Summary <br />Value %Allowable <br />Duration <br />Case Location <br />Pos. Moment <br />2377 ft-Ibs 11.5% <br />100% <br />1 04-06-00 <br />End Shear <br />839 Ibs 10.6% <br />100% <br />1 01-03-06 <br />Total Load Deflection <br />L/999 (0.032") n\a <br />n\a <br />1 04-06-00 <br />Live Load Deflection <br />L/999 (0.025") n\a <br />n\a <br />2 04-06-00 <br />Max Defl. <br />0.032" n\a <br />n\a <br />1 04-06-00 <br />Span / Depth <br />8.6 <br />% Allow <br />% Allow <br />Bearing Supports <br />Dim. (LxW) Value <br />Support <br />Member <br />Material <br />B1 Wall/Plate <br />3-1/2" x 3-1/2" 1173 Ibs <br />n\a <br />12.8% <br />Unspecified <br />B2 Wall/Plate <br />3-1/2" x 3-1/2" 1173 Ibs <br />n\a <br />12.8% <br />Unspecified <br />Notes <br />Design meets Code minimum (L/240) Total load deflection criteria. <br />Design meets Code minimum (L/360) Live load deflection criteria. <br />Design meets arbitrary (1") Maximum Total load deflection criteria. <br />Design based on Dry Service Condition. <br />BC CALCO analysis is based on IBC 2009. <br />Calculations assume member is braced at ends. See engineering report for the unbraced length. <br />Disclosure <br />Use of the Boise Cascade Software is <br />subject to the terms of the End User <br />License Agreement (EULA). <br />Completeness and accuracy of input <br />must be reviewed and verified by a <br />qualified engineer or other appropriate <br />expert to assure its adequacy, prior to <br />anyone relying on such output as <br />evidence of suitability for a particular <br />application. The output here is based on <br />building code -accepted design <br />properties and analysis methods. <br />Installation of Boise Cascade <br />engineered wood products must be in <br />accordance with current Installation <br />Guide and applicable building codes. To <br />obtain Installation Guide or ask <br />questions, please call (800)232-0788 <br />before installation. <br />BC CALC@, BC FRAMER@ , AJSTM' <br />ALLJOISTO , BC RIM BOARD TM, BCIO , <br />BOISE GLULAMTM, BC FloorValue@ , <br />VERSA -LAM@, VERSA -RIM PLUS@ , <br />Page 1 of 1 <br />