Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report
• (JV 41S� FORTE * MEMBER REPORT Level, Copy of Floor:Flush Beam tolkSSE 1 piece(s) 5 1/4"x 11 7/8" 2.2E Parallam® PSL Overall Length:19 8 0 + 11111111111111111111 o + 0 1980 1 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Member Reaction(lbs) 2978 @ 19 6 0 11484(3.50") Passed(26%) I : System:Floor Shear lbs 1.0 D+1.0 L(All Spans) Member Type:Flush Beam (lbs) 2587 @ 1 5 6 12053 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 14028 @ 9 11 0 29854 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.431©9 11 0 0.639 Passed(L/533) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.599 @ 9 11 0 0.958 I Passed384 L (/ ) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 19 8 0 o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19 8 0 o/c unless detailed otherwise. ' � ? te '"k>,r.. 'x: a •ten° 1-Column-DF 5.50" 5.50" 1.50" 848 2182 3030 None 2-Column-DF 3.50" 3.50" 1.50" 833 2145 2978 None 0 Self Weight(PLF) 0 0 0 to 19 8 0 N/A 19.5 1-Uniform(PSF) 000to 1980 Front 5 6 0 12.0 40.0 Residential-Living Areas This structural member has been sized for the loads described herein. These loads may or may not be adequate for the particular project. An Architect or Engineer must verify all loads. 6 _ e :�"" aha x 10 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Forte Software Operator Job Notes Mike Peck 2/7/2018 7:51:28 AM Parr Lumber Forte v5.3,Design Engine:V7.0.0.5 (360)759-1829 Birch Lot 30 Annand Hts.4te mikepec@pamcom Page 3 of 3 t F O R T E ' )OB SUMMARY REPORT Birch Lot 30 Annand Hts.4te Floor:Flush Beam Passed 1 Piece(s)7"x 11 7/8"2.2E Parallam®PSL Copy of Floor:Flush Beam Passed 1 Piece(s)5 1/4"x 11 7/8"2.2E Parallam®PSL Forte Software Operator Job Notes 2/7/2018 7:51:28 AM Mike Peck Forte v5.3,Design Engine:V7.0.0.5 Parr Lumber Birch Lot 30 Annand Hts.4te (360)759-1829 mikepec@parr.com Page 1 of 3