Laserfiche WebLink
0 <br />MEMBER REPORT PASSED <br />CRAWL SPACE, B8#3 <br />1 piece(s) 4 x 6 HF No.2 <br />Overall Length:6' 1 1/2- <br />519, <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />DeSI rl R85Uit5 Actual 0 location <br />Allowed <br />Result <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (ibs) 695 @ 3" <br />2126 (1.50") <br />Passed 33%) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Shear (ibs) 585 @ 8 1/2" <br />1925 <br />Passed (30%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-IbS) 1000 @ 3' 1 1/2" <br />1625 <br />Passed (62%) <br />1.00 <br />1.0 D + 1.0 L (All Spars) <br />Live Load Def. (in) 0.077 @ 3' 1 1/2" <br />0.192 <br />Passed (L/897) <br />-- <br />1.0 D + 1.0 L (Ali Spars) <br />Total Load Defl. (in) 0.094 @ 3' 1 1/2" <br />0.287 <br />Passed (L/732) <br />1.0 D + 1.0 L (All Spars) <br />11 ty l—I H. ­ tycno). <br />• Applicable calculations are based on NDS. <br />Bearing Length toads to Supports (lbs) <br />supports Total Available Required Dead Floor Live Factored Accessories <br />- Hanger on 5 1/2' HF beam 3.00" Hanger' 1.50" 138 616 755 See note ' <br />- Hanger on 5 1./2" HF Ledger 1.50" Hanger' I50" 133 592 725 See note ' <br />At hanger supports, the Total Bearing dimension is equal to the width of the material that is su000rtino the hanger <br />• ' See Connector grid below for additional information and/or requirements. <br />Lateral Bracing <br />Bracing intervals <br />Comments <br />'Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Pants <br />System : Floor <br />Member Type: Drop Beam <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />;onnector: Simpson Strong -Tie <br />uuport Model f Seat Length Top Fastens Face Fasteners Member Fasteners Accessories <br />Face MoinT I!at i,.{er ; IUC45 2.50" N/A 8-I0dxl.5 4-10d <br />Face Mount Hanger HOC45 2,50" N/A 8-10dx1.5 4.10d <br />Refer to manufacturer notes and Instructions for oreoer installation and use of all connerinm <br />Dead Floor Live <br />lVerticalLoadsLocation (Side) <br />Tributary Width <br />(0.90) (1.00) <br />Comments <br />0 - Self Weight (PLF) 3" to 6' <br />N/A <br />4.9 .- <br />1 - Uniform (PLF) 0 to 6' 1 1/2" (Front) <br />N/A <br />39,8 197.3 <br />Linked from: <br />JST#8, Support 1 <br />We erhaeuser Notes. <br />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 <br />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 <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Pars and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards, For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www,weverhaeuser.com/woodproducts/document-l.brary, <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB Software Operator Job Notes 10/8/2023 9:45:37 PM LITC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />clalonde@sdaeverett.com ��r.;,,, ,. .. File Name: 9902 <br />n.--- ne i �r <br />