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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)11024 @ 3 1/2"12305 (3.75")Passed (90%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)9041 @ 1' 9"16240 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)33877 @ 9' 6"52432 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.488 @ 10' 7 7/8"0.708 Passed (L/522)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.881 @ 10' 8 1/8"1.063 Passed (L/289)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 21' 7 1/2" <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Moment capacity has been adjusted by a factor of 0.97 to account for the beam stability and/or volume/size factors. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories <br />1 - Column - DF 5.00"3.75"3.36"4727 4418 3982 -3482 11026 1 1/4" Rim Board <br />2 - Beam - DF 5.00"3.75"1.80"2599 2794 1647 -1620 5930 1 1/4" Rim Board <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)8' o/c <br />Bottom Edge (Lu)End Bearing Points <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). <br />MEMBER REPORT PASSED <br />CLG, (N)CB13 <br />1 piece(s) 5 1/4" x 16" 2.2E Parallam® PSL <br />Page 161 of 290