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;iKi <br />P w CC 1 C V V C d MEMBER REPORT PASSED <br />MAIN, MB#12 <br />1 piece(s) 6 3/4" x 16 1/2" 24F-V4 DF Glulam <br />Overall Length: 21' 2" <br />i <br />1 <br />r <br />I. <br />20' 3" <br />Is <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 ® Locotion <br />Allowed <br />Result <br />LDF <br />Lead: Combination (Psttem) <br />Member Reaction (Ibs) <br />10916 @ 4" <br />15036 (5.50") <br />Passed (73%) <br />•- <br />1.0 D + 1.0 L (All Spans) <br />Shear(Ibs) <br />7335 @ V 10" <br />19676 <br />Passed (37%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Pos Moment (Ft-Ibs) <br />44038 @ 10' 7" <br />57864 <br />Passed (76%) <br />1.00 <br />1.0 D + 1.0 L (Ail Spans) <br />Live Load Dell. (in) <br />0.529 @ 10' 7" <br />0.683 <br />Passed (Li465) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.732 @ 10' 7 <br />1,025 <br />Passed (1-1336) <br />-• <br />1.0 D + 1.0 L (All Spans) <br />v ICLl1Ui1 L11-- LL ki-I-) GIIU i L tUL`1Uf. <br />• A 5.54b decrease in the moment capacity has been added to account for lateral stability. <br />• Critical positive moment adjusted by a volume/size factor of 0.94 that was calculated using iength L = 20' 6". <br />• The effects of positive or negative camber 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 NDS. <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Supports <br />Bearing Length <br />Leads to supports (Ibis) <br />Aceeeaortes <br />Tobii <br />AragaMe <br />Requbad <br />Deed <br />Floor Live <br />Root Uwe <br />snow <br />Factored <br />I. - Stud wall - HE <br />5.501, <br />5.50" <br />3.99" <br />2999 <br />7916 <br />180 <br />222 <br />10916 <br />Blocking <br />2 - Stud wall - HF <br />5.50" <br />5.50" <br />3.25" <br />2459 <br />6414 <br />180 <br />1 222 <br />8872 <br />Blocking <br />_..._._..y ..,. �..� ..... ........ �..... �., ...� � , , �....,...,, ayy... ,.. ..., 4 I.r vw•c ..,c.,, "� "..,.c .u." .uQ" .r n{ualul 1� UIL IliCinlxl w 1� ueslgrteu. <br />Lateral Bracing <br />Bracing Intim Is <br />Comments <br />Top Edge (Lu) <br />Continuous <br />Bottom Edge (Lu) <br />End Bearing Points <br />Dead <br />Floor live <br />Root Live <br />snow <br />Vertical Loads <br />Loeathm (Side) <br />Tributary wweh <br />(0.90) <br />(Leo) <br />(non-snow:1.25) <br />(1.15) <br />Comments <br />0 - Self Weight (PLF) <br />0 to 21' 2" <br />N/A <br />27.1 <br />- <br />-- <br />- <br />I - Uniform (PLF) <br />0 to 21' 2" (Front) <br />N/A <br />77.3 <br />258.0 <br />- <br />- <br />Linked from: <br />JST#3, Support 1 <br />2 - Uniform (PLF) <br />0 to 212" (Front) <br />N/A <br />128.0 <br />348.0 <br />17.0 <br />21.0 <br />Linked from: <br />JST#4, Support 2 <br />3 - Point (lb) <br />0 (Front) <br />N/A <br />270 <br />752 <br />Linked from: <br />MRS 13, Support 1 <br />4 - Point (Ib) <br />0 (Front) <br />N/A <br />270 <br />752 <br />Linked from: <br />MB#13, Support 1 <br />Weyerhaeuser 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 Panels 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- t 1 S3 and FSH-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. weyerhaeuser.com(woodproducts(decument-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB Software operator Sob Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Assoclates ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425).339-0293 <br />dalonde(Osdaeverert.com Weyerhaeuser File Name: 9902 <br />1---- 111 <br />