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®FORTE" MEMBER REPORT PASSED <br />Main Level, Roof Beam @ Entry (RB-1) <br />1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam <br />Overall Length: 18' 6" <br />17' 7' <br />All locations are measured from the outside fare of left support (or left cantilever end). Al dimensions are horizontal. <br />Design Results <br />Actual O location <br />Mowed <br />pewit <br />LDF <br />load: combination (Pattern) <br />Member Reaction (Ibs) <br />4695 @ 4" <br />14609 (4.25") <br />Passed (324b) <br />— <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />4000 @ 1' S 1/2" <br />13409 <br />Passed (30%) <br />1.15 <br />1.0 D + 1.0 S (Ail Spans) <br />Pos Moment (R-41bs) <br />20407 @ V 3" <br />30360 <br />Passed (67%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Defl. (in) <br />0.419 @ 9' 3" <br />0.446 <br />Passed (L/511) <br />— <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (in) <br />0.819 @ 9' 3" <br />0.892 <br />Passed (U261) <br />— <br />1.0 D + 1.0 S (All Spans) <br />• Deflection criteria: LL (1./480) and TL (L.r140). <br />• Top Edge Bracing (W): Top compression edge must be braced at 18' 4" o/c based on loads applied, urdes detailed athawise. <br />• Bottom Edge Beating (W): Bottom compression edge must be braced at 18- 4" a/c based on bads applied, unless detailed otherwise. <br />• Critical positive moment adjusted by a volume factor of 1.00 that was adculabed using length L= 17 10". <br />• The effects of positive or negative camber have not been accounted for when cakuWting 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 NDS. <br />Supports <br />Bearing Leng% <br />toads to sENMEE <br />ories <br />Tom] <br />Available <br />Required <br />Dead <br />1- Stud wall - OF <br />5.50" <br />4.25' <br />1S0" <br />2318 <br />im Board <br />2 - Sbd wall - DF <br />5.50" <br />4.25" <br />1.50" <br />2318 <br />Rim BoaN <br />• Rim Board Is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Vertical Loa& <br />Location (Side) <br />Tributary Wbtlh <br />Dead <br />(0.90) <br />snow <br />(1-W <br />Consultants <br />0-Self Weight(PLFj <br />1114-bo 18'43X' <br />N/A <br />16.0 <br />— <br />1- Uniform (PSF) <br />0m 18'6"crop) <br />1'6" <br />22.4 <br />25.0 <br />Rooflcatl <br />2 - Uniform (PSF) <br />0 to18' G. (Top) <br />9' <br />22.4 <br />Z5.0 <br />Roof load <br />System : Roar <br />Memberrype : Rush Beam <br />Building Use : Residential <br />Building Code: IBC 2015 <br />Design Methodology: ASD <br />Weyerhaeuser warants that the stung of Its produce will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly dsdaims any other warranties <br />related to the software. Use of this software is not intended W circumvent the need for a design professional as determined by the autiwriry having jurisdiction. The designer of record, builder or framer is <br />respornble to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blacking Panes and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party cemfied W 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 anent code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />information have been provided by FarteWEB Saftware Operator <br />Fa teWEB Software Operator <br />]cab Notes <br />Billy <br />Sleburg Design Co. <br />(541) <br />(541)420-9599 <br />WllyciseburgWading.com <br />Weyerhaeuser <br />6/27/2020 3:09:19 AM (1TC <br />ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 <br />File Name: 20017_4735 Bayview lane <br />pang 1 1 1 <br />