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ei ryin i c vV imm <br />MEMBER REPORT <br />CRAWL SPACE, 7ST#7 <br />1 piece(s) 2 x 10 HF No.2 @► 16" OC <br />PASSED <br />I <br />Overall Length: 8' 4" <br />7' 9" <br />[] <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 d) Location <br />Allowed <br />Result <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (lbs) <br />282 @ 2 1/2" <br />1367 (2.25") <br />Passed (21%) <br />1.0 D + 1.0 L (All Spans) <br />Shear (lbs) <br />215 @ 1' 3/4" <br />1388 <br />Passed (16%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs) <br />543 @ 4' 2" <br />1917 <br />Passed (28%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.037 @ 4' 2" <br />0.198 <br />Passed (L/999+) <br />•- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.048 @ 4' 2" <br />0.396 <br />Passed (1-/999+) <br />1.0 D + 1.0 L (All Spars) <br />TJ-Pro'" Rating <br />N/A <br />N/A <br />N/A <br />N/A <br />• U 11—tIV11 URend: ILL kidOV) ono i L tUL9U). <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• Applicable calculations are basest on NDS. <br />• No composite action between deck and joist was considered in analysis. <br />Supports <br />B-11-0 L-W* <br />Loads to iopports (Ibs) <br />Accessorteo <br />Total <br />AVallMoble <br />Required <br />Dyad <br />Floor Live <br />Factored <br />1 - Stud wall - SPF <br />3.50" <br />2.25" <br />1.50" <br />67 <br />222 <br />289 <br />1 1/4" Rim Board <br />2 - Stud wall - SPF <br />3.50" <br />2.25" <br />1 1.50" <br />67 <br />222 <br />284 <br />1 iy4" Rtm Board <br />.,.,,...,,,,, — —, r a,. — ..". ,..r n.w,.e- .a, ..Yt_> U tiers ...L-. ' ur".g <aseyr i n' <br />Lateral Bracing Bracing zralarvab lcommuft <br />Top Edge (Lu) Continuous <br />Bottom Edge (Lu) End Bearing Points <br />Vertical Load Location (side) <br />spacing <br />Dead <br />(0.90) <br />Poor Ltvo <br />(2.00) <br />comments <br />1 - Uniform (PSF) 0 to 8' 4` <br />16" <br />12.0 <br />40.0 <br />FLR <br />I <br />System : Floor <br />Member Type: Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />W erhaeuser Notes <br />Weyerhaeuser warrants that the sing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaim5 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 try 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 E5R-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and instatlation details refer to <br />www.weyethaeuse,,com/woodproduct,,/docume,it-fibrary, <br />The product application, input design loads, dimensions and support information have beer provided by ForteWEB Software Operator <br />FOrteWEB Software operator lob Notes 10/8/2023 9:15:37 PM LTC <br />[�4 <br />ris Lalonde <br />ructural Design Associates FOrteWEB v3.6, Engine: V8.3.1.5, Data: V8.1,4.1 <br />25) 339-0293londe@s J everett,com Weyerhaeuser File Name: 9902 <br />