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is run # C VY me) MEMBER REPORT PASSED <br />MAIN, M8#13 <br />1 piece(s) 1 3/4" x 11 7/8" 2.0E Microliam@ LVL <br />Overall Length: 12' 1" <br />i <br />r <br />r <br />I <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual 0 Location <br />Allowed <br />Result <br />LDF <br />Leads Combination (Patton) <br />Member Reaction (Ibs) <br />1001 CO) 3 1/2" <br />1969 (1.50") <br />Passed (51%) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />1106 @ 11' 3 5/8" <br />3948 <br />Passed (28%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />5141 @ 7' 3" <br />8924 <br />Passed (58%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.196 @ 6' 6 1/8" <br />0.303 <br />Passed (Li741) <br />- <br />1.0 D + 1.0 L (All Spans) <br />Total Load DeF. (in) <br />0,264 @ 6' 6 1/16" <br />1 0.606 <br />1 Passed W550) <br />1.0 D + 1.0 L (All Spans) <br />ueoeuiuu Lmend: ra- tr.yvuv) ano r L ty tvu). <br />• Allowed moment does not reflect the adjustment for the beam staWity factor. <br />Support <br />eaariing Length <br />toads to Supports (Ibs) <br />Armories <br />Total <br />Avallatsk <br />Required <br />Dead <br />Floe Live <br />Factored <br />1 - Hanger on 11 7/8" GLB beam <br />3.50" <br />Hanger' <br />1.50" <br />270 <br />752 <br />1021 <br />See note' <br />2 - Stud wall - HF <br />3.50" <br />3.50" <br />1 1.70" <br />314 <br />888 <br />1202 <br />Blocking <br />.,..„..,,I,y ..11— -I —,— — —o r .-'u Vim un muy ou— uwtu afro um rum mma 15 aplxreo to the member Wng Ge5143r tia. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting 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 />83" o/c <br />Bottom Edge (Lu) <br />12' 4" oic <br />-maximum anowaore orating intervals wsea on applied load. <br />System : Floor <br />Member Type : Flush Beam <br />Building use : Resident -al <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Connector: Simpson Strong -Tie <br />Support <br />Model <br />Seat Length <br />Top Fasteners <br />Face Fastener <br />Member Fastostxs <br />Accessories <br />1 - Face Mount Hanger <br />HUCQi 81(9-SDS <br />3.00" <br />N/A <br />8-Sos25134 <br />4-50525134 <br />P-1— rnmrmuuu — use m — wnncuurs. <br />Vertical Loads <br />Lomtlon (Skis) <br />Tributary Width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Comments <br />0 - Self Weight (PLF) <br />3 1.12" to 12' 7" <br />N/A <br />6.1 <br />-- <br />1 - Point (lb) <br />T 3" (Front) <br />N/A <br />308 <br />969 <br />Linked from: MB#8, <br />Support 2 <br />2 - Uniform (PSF) <br />0 to 12' 7" (Front) <br />1' 4" <br />12.0 <br />40.0 <br />Floor <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 exprmly disclaims any other warranties <br />related to tie wfiware. 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 Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -parry certified to sustainable forestry standards, Weyerhaeuser Engineered Lumber Products have been evaluated by 1CC-ES uncle+ 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 />wvvw.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, d mens'�orrs and support information have been provided by FurteWEB Software Operator <br />ForbsWEB Software operator Sob Notes 10/8/2023 9:45:37 PM UTC <br />Chns Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />dalonde4isdaeverett.com Wever haeuser File Name: 9902 <br />n.•.-.. -ir , he <br />