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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)999 @ 1 1/2"3281 (1.50")Passed (30%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)1585 @ 10' 11"3885 Passed (41%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)3521 @ 7' 2 1/16"4432 Passed (79%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.149 @ 6' 3 3/8"0.390 Passed (L/941)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.250 @ 6' 3 15/16"0.584 Passed (L/562)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 11' 10 1/4" <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 />•A 1.3% decrease in the moment capacity has been added to account for lateral stability. <br />•Applicable calculations are based on NDS. <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ¹ See Connector grid below for additional information and/or requirements. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories <br />1 - Hanger on 9 1/4" DF beam 1.50"Hanger¹1.50"356 660 133 -140 1016 See note ¹ <br />2 - Column - DF 3.50"3.50"1.50"881 899 686 -720 2070 Blocking <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)8' o/c <br />Bottom Edge (Lu)End Bearing Points <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />1 - Face Mount Hanger LUS410 2.00"N/A 8-10dx1.5 6-10d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Floor Live Roof Live Wind <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)1 1/2" to 11' 11 3/4"N/A 8.2 ------ <br />1 - Uniform (PLF)0 to 11' 11 3/4" (Front)N/A 27.0 89.3 --Linked from: CJ-1, <br />Support 2 <br />2 - Uniform (PSF)0 to 9' 11" (Front)8"6.0 20.0 --CLG <br />3 - Uniform (PLF)9' 11" to 11' 11 <br />3/4" (Front)N/A 13.5 45.8 --Linked from: CJ-3, <br />Support 2 <br />4 - Point (lb)9' 11" (Front)N/A 749 263 819 -860 Linked from: CB-4, <br />Support 2 <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, CB-5 <br />1 piece(s) 4 x 10 DF No.2 <br />Page 100 of 213