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.I FO R T E W E S MEMBER REPORT <br />Main Floor, Floor: MB-07 <br />1 piece(s) <br />h/3 1/2" x 11 7/8" 1.55E TimberStrand® LSL <br />by r- 1 r(T-- (117Icf iGjL(r✓- <br />Overall Length: 2' 11' <br />77 <br />0 <br />r <br />II' <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 p Location <br />Allowed <br />Result <br />LDF <br />Load: Combination (Pattem) <br />Member Reaction (Ibs) <br />1625 @ 10 3/4" <br />8181 (5.50") <br />Passed (20%) <br />— <br />1.0 D + 0.75 L + 0.75 S (All Spans) <br />Shear (Ibs) <br />421 @ V 7 5/8" <br />8590 <br />Passed (5%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />-672 @ 10 3/4" <br />15953 <br />Passed (4%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.002 @ 0 <br />0.200 <br />Passed (2L/999+) <br />— <br />1.0 D + 0.75 L + 0.75 S (Alt Spans) <br />Total Load Defl.(in) <br />O.DO4 @ 0 <br />0.200 <br />Passed (2L/999+) <br />— <br />1 1.0 D + 0.75 L + 0.75 S (Alt Spans) <br />• Deflectioi criteria: LL (L/480) and TL <br />• Overhang deflection criteria: LL (0.2") and TL (0.2"). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• -315 Ibs uplift at support located at 2' 7 1/2". Stapping or other restraint may be required. <br />Supports <br />Bearing Length <br />Lands to Supports (Ibs) <br />Armed <br />Total <br />Available <br />Required <br />Dead <br />Floor Live <br />Snow <br />Factored <br />1 - Stud wall - SPF <br />5.50" <br />5.50" <br />1.50" <br />739 <br />784 <br />398 <br />1625 <br />Blocking <br />Z -Hanger on li 7/8" LSL beam <br />3.50" <br />Hangers <br />1.50" <br />-112 <br />208/-134 <br />-136 <br />96/-315 <br />See note' <br />- oq ny ranee are aawmw w -ry i iu r an+f+rm+ unnur a u-orr ar ti "I r.-.. r -a w - w -1 „-1... ­ ,,,.. --- <br />-At hanger supports, the Total Bearing dimension is equal to the width of the material that's supporting the hanger <br />- s See Connector grid below for additional information and/or requirements. <br />Lateral Bracing <br />Bradng Intervals <br />comments <br />Top Edge (Lu) <br />2' 8" o/c <br />Bottom Edge (Lu) <br />2' 8" o/c <br />-Maximum allowable bracing intervals based on applied load. <br />PASSED <br />0 <br />System : Floor <br />Member Type: Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Connector: Simpson Strong -Tie <br />Support <br />Modd <br />Seat Length <br />To Fastennes <br />Face Fasteners <br />Member Fastorrers <br />Accessorle <br />2 - Face Mount Hanger <br />LUS410 <br />2.00" <br />N/A <br />8-10dxl.5 <br />6-10d <br />• Kerer to manuracuurer notes ano mstrucmons for proper mscduaoun dnu use ur du WIII r."11. <br />Vertical Loads <br />LocW*n (Side) <br />Tnlm" Width <br />Dead <br />(0.90) <br />Floor Live <br />(1.00) <br />Snow <br />(LIS) <br />Comments <br />0 - Self Weight (PLF) <br />0 to Y 7 1/2" <br />N/A <br />13.0 <br />— <br />— <br />1 - Uniform (PSF) <br />0 to 2' 11" (Front) <br />4' 6" <br />15.0 <br />40.0 <br />- <br />Default Load <br />2 - Uniform (PLF) <br />0 to B" (Front) <br />N/A <br />170.0 <br />- <br />wall abv <br />3 - Point (Ib) <br />0 (Front) <br />N/A <br />282 <br />280 <br />262 <br />MB-06 RXN <br />Member Notes <br />HB-D7 <br />ForteWEB Software Operator 8/24/2022 10:46:05 PM UTC <br />ForteWEB v3.4, Engine: V8,2.2.122, Data: V8.1.2.2 <br />File IVafne: 8-P1eX <br />Job Notes <br />Ryan Hartman <br />A <br />BTL Engineering <br />(425) 814-8446 <br />ryan.hartrnan@btleng.net <br />Weyerhaeuser <br />