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a Boise Cascade Single 3-1/2" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 <br /> Dry I 1 span I No cantilevers 10/12 slope December 29, 2017 10:44:51 <br /> BC CALC®Design Report - <br /> Build 6080 File Name: BC CALC Project <br /> Job Name: Wetmore Building 1 Description: Designs\FB01 <br /> Address: Specifier: James <br /> City, State, Zip: ,WA Designer: MJM <br /> Customer: Pro Build Arlington Company: Boise Cascade <br /> Code reports: ESR-1040 Misc: Beam under point load from girder truss <br /> 27 <br /> 1 <br /> T V v 1 P _T_ V T. 7 R' T__L __Y_-T V V V V T T Y T T V7 V V Y T T V. _T_ S T T T T T <br /> 15-01-00 i, <br /> BO B1 <br /> Total Horizontal Product Length=15-01-00 <br /> Reaction Summary(Down/Uplift) (lbs) <br /> Bearing Live Dead Snow Wind Roof Live <br /> B0,3-1/2" 402/0 1,645/0 2,181 /0 <br /> B1,3-1/2" 402/0 318/0 189/0 <br /> Live Dead Snow Wind Roof Live Trib. <br /> Load Summary <br /> Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% <br /> 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 15-01-00 40 10 01-04-00 <br /> 2 Girder Truss PL Conc. Pt. (lbs) L 01-04-12 01-04-12 1,580 2,370 n/a <br /> Controls Summary Value %Allowable Duration Case Location Disclosure <br /> Pos. Moment 4,446 ft-lbs 18.2% 115% 2 01-04-12 Completeness and accuracy of input must <br /> End Shear 3,793 lbs 41.8% 115% 2 01-03-06 be verified by anyone who would rely on <br /> Total Load Defl. L/1,083 (0.162") 22.2% n/a 3 07-00-03 output as evidence of suitability for <br /> Live Load Defl. 0999(0.091") n/a n/a 6 07-00-03 particular application.Output here based <br /> on building code-accepted design <br /> Max Defl. 0.162" 16.2% n/a 3 07-00-03 properties and analysis methods. <br /> Span/Depth 14.8 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered <br /> Squash Blocks Valid wood products must be in accordance with <br /> current Installation Guide and applicable <br /> building codes.To obtain Installation Guide <br /> %Allow %Allow or ask questions,please call <br /> Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. <br /> BO Post 3-1/2"x 3-1/2" 3,826 lbs n/a 41.6% Unspecified <br /> B1 Post 3-1/2"x 3-1/2" 761 lbs n/a 8.3% Unspecified BC CALC®,BC FRAMER®,ASST^", <br /> ALLJOIST®,BC RIM BOARD ,BCI®, <br /> BOISE GLULAMTM SIMPLE FRAMING <br /> Notes SYSTEM®,VERSA-LAM®,VERSA-RIM <br /> Design meets Code minimum (L/240)Total load deflection criteria. PLUS®,VERSA-RIM®, <br /> Design meets Code minimum (U360) Live load deflection criteria. VERSA STRAND®,VERSA STUD®are <br /> Design meets arbitrary(1") Maximum Total load deflection criteria. Products <br /> L.L.C.of Boise Cascade wood <br /> 9 Products L. <br /> Calculations assume member is fully braced. <br /> Design based on Dry Service Condition. <br /> 0 <br /> Page 1 of 1 <br />