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�1FUKTEI 02 MEMBER REPORT PASSED <br />Upper Level, UB-10 (ElevAl <br />i piece(s) 5 1/2" x 1$" 24F-V4 DF Glulam t`l w, <br />Overall Length: 20' 5 1/2" <br />All locations are measured from the outside face of left support (or left cantilever end). AN dimensions are horizontal. <br />Design R Rsults <br />AcprM O tlq�adiwr <br />/UtoMca <br />RmrR , . ....; <br />_ OF <br />lesA Cam6hptlon (Pau-n) <br />Member Reaction Qbs) <br />7040 @ 20' 1 1/2" <br />19663 (5.50") <br />Passed (36%) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Shcor (Ibs) <br />b338 @ 2' <br />17490 <br />Passed (36%) <br />1,00 <br />1.0 D + 1.0 L (All Spans) <br />Pos Moment (Ft-Ibs) <br />47838 @ 10' <br />56987 <br />Passed (84%) <br />1.00 <br />1.0 D + 1.0 L (All Spars) <br />Live Load Defl, Qn) <br />0.388 @ 10' 21/2" <br />0.494 <br />Passed (L/611) <br />- <br />I.0 D + L0 L (All Spans) <br />Total Load Deft. (in) <br />O.fi20 @ 10' 2 9J16" <br />0.988 <br />i Passed (L/383) <br />1.0 D + 1.0 L (Alf Spans) <br />- Deflection criteria: LL (L/480) and TL (V240). <br />• Allowed moment does not reflect the adjustment for the beam staWtly Factor. <br />• Critical positive moment adjusted by a volume factor of 0.96 &at was calculated using length L = 19' 9". <br />• The effects of positive or negative cumber have not been accounted for when calculating deflection. <br />- The specified glulam is assumed to have its strong laminations at the bottom of the beam. install with proper side up as indicated by the manufacturer. <br />• Applicable calculations are based on ND& <br />jsupppftg <br />rrlr4rg <br />IArII�*Slippartr(00:. :. ; <br />'. <br />AMles <br />low *mRable Required:. <br />':omits Door11m <br />9ror <br />11- Column - HF <br />6.00" 6.00" 2.01" <br />2943 42S3 <br />1 769 <br />7965 <br />Bloddng <br />2 - Column - HF <br />550" 550" 1.9T <br />2901 4139 <br />1 766 <br />7806 1 None <br />Bloddng Panels are assumed to carry no loads applied directly above them and the full bad Is applied to the member being designed. <br />lateralBradit Bw-0.Ir,"mb contmnrb: <br />Top Edge (Lu) 20' 6" o/c <br />Bottom Edge (Lu) 20' 6" ofc <br />•MaxBnum allowable bracing intervals based on applied load. <br />Vemaltoads LOCOM +(SIM .: <br />:O-d <br />7�br6a'wians M90) <br />tHouutM .: <br />Stiraw <br />0 - Self Weight (PCP) 0 to 20' 51/2" <br />N/A 24.1 <br />- <br />- <br />1- Urvferm (PSF) ; 0 to 20' 5 1/2' (rop) <br />8' i 10.D <br />Wall7rib <br />2 -Uniform (PSF) 0 to 20' 511Z (cop) <br />2' 12.D <br />4D.0 <br />- <br />Floor Tlib <br />3 - Uniform (PSF) i 0 to 20' S 1%2" Crop) <br />S 12-0 <br />25.D <br />Low Roof <br />4 - Paint (to) 10' Crop) <br />N/A 126D <br />4198 <br />- <br />UB-18 M <br />5 - Uniform (P-M ! 0 to 20' 5 1/2" (Front) <br />3- 12-0 <br />- <br />25.0 <br />HIGH ROOF <br />System : Floor <br />Member Type : Hush Beam <br />Building Use: Residential <br />Building Code : 13C 2018 <br />Design Methodology: ASD <br />WeyeitlaeliSer Notes <br />Weyerhaeuser warants that the s zing of ft products will be in accordance with Weyer product design aiteria and published design values. weye-haeuuv_r expressly disdalms any ~ warranties <br />related to the sofhs2re. Use of this software is not intended to dreumvent the need for a design professional as determined by the authortly having jurisdiction. The d"ner of record, builder or framer is <br />responsible to assure that this catarlation is compatible xith the overall project Aco_ssories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facltimare third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by FCC -ES under evaluabon reports IM-1153 and ESR-1367 <br />and/or tested in accordanm witlh applicable ASTM standards. For current code evaluation. reports, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser.cotyVwoodproducis/doojmcnt-library. <br />The product application, input design loads, dimensions and support Informatlon have been provided by ForteWEB Software Operator <br />� FortewEB Software Operator - lob KoteS <br />Ryan Hartman <br />Bit Btgineedng <br />(425) 914-6448 J& <br />ryan.hartman@btleng.net wtyerhaeuser <br />6/21/2022 5:41:18 PM UTC <br />ForteWEB v3.2, Engine. V8.2.0.17, Data: V8.1.0.16 <br />File Name: Hudson C/D 2x flaming <br />UJ'(R Paoig#*, <br />