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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1650 @ 1 1/2"3281 (1.50")Passed (50%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1625 @ 8 3/4"3806 Passed (43%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)3415 @ 2' 3"3709 Passed (92%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.029 @ 2' 3 11/16"0.146 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.053 @ 2' 3 11/16"0.219 Passed (L/985)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 4' 4 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 />•Top custom unbraced length is too long and has been reset to the member length of 4' 4 1/2" <br />•A 0.8% decrease in the moment capacity has been added to account for lateral stability. <br />•Applicable calculations are based on NDS. <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 7 1/4" DF beam 1.50"Hanger¹1.50"787 263 867 -911 1654/-74 See note ¹ <br />2 - Hanger on 7 1/4" DF beam 1.50"Hanger¹1.50"749 263 819 -860 1567/-67 See note ¹ <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 5" 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 HHUS46 3.00"N/A 14-10d 6-10d <br />2 - Face Mount Hanger LUS48 2.00"N/A 6-SD9112 4-SD9212 <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 4' 6"N/A 6.4 ------ <br />1 - Uniform (PLF)0 to 4' 7 1/2" (Front)N/A 30.0 100.5 --Linked from: CJ-2, <br />Support 2 <br />2 - Uniform (PSF)0 to 4' 7 1/2" (Front)8"6.0 20.0 --CLG <br />3 - Point (lb)2' 3" (Top)N/A 1350 -1686 -1771 Linked from: C-5, <br />Support 1 <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-4 <br />1 piece(s) 4 x 8 DF No.2 <br />Page 99 of 213