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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)236 @ 11' 3 1/4"2813 (1.50")Passed (8%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)245 @ 9"1980 Passed (12%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)719 @ 5' 2 1/4"1419 Passed (51%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.167 @ 5' 7 7/16"0.370 Passed (L/798)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.241 @ 5' 7 1/2"0.555 Passed (L/553)--1.0 D + 1.0 L (All Spans) <br />Member Length : 11' 3 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 3.8% 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 Factored Accessories <br />1 - Stud wall - DF 3.50"3.50"1.50"85 183 268 Blocking <br />2 - Hanger on 5 1/2" DF beam 1.50"Hanger¹1.50"74 166 241 See note ¹ <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 />2 - Face Mount Hanger LUS26-2 2.00"N/A 4-10dx1.5 3-10d <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 <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)Comments <br />0 - Self Weight (PLF)0 to 11' 3 1/4"N/A 4.2 -- <br />1 - Point (lb)7" (Front)N/A 7 12 Linked from: CB-9, <br />Support 2 <br />2 - Point (lb)3' 1" (Front)N/A 26 75 Linked from: <br />CB-10, Support 2 <br />3 - Uniform (PSF)3' 1" to 11' 4 3/4" (Front)8"6.0 20.0 CLG <br />4 - Uniform (PSF)0 to 11' 4 3/4" (Front)8"6.0 20.0 CLG <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-11 <br />2 piece(s) 2 x 6 DF No.2 <br />Page 106 of 213