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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)315 @ 12' 8"2813 (1.50")Passed (11%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)289 @ 12' 3/4"3263 Passed (9%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)1043 @ 6' 4 5/16"2957 Passed (35%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.097 @ 6' 4 15/16"0.417 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.193 @ 6' 4 15/16"0.625 Passed (L/778)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 12' 6 3/4" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Moment capacity has been adjusted by a factor of 0.79 to account for the beam stability and/or volume/size factors. <br />•Applicable calculations are based on NDS. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing 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 Roof Live Wind Factored Accessories <br />1 - Column - DF 3.50"2.25"1.50"159 163 -163 322/-2 1 1/4" Rim Board <br />2 - Hanger on 7 1/4" DF beam 3.50"Hanger¹1.50"161 165 -165 326/-2 See note ¹ <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <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 Roof Live Wind <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)1 1/4" to 12' 8"N/A 5.5 ---- <br />1 - Uniform (PSF)0 to 12' 11 1/2" (Front)1' 4"12.0 16.0 -16.0 RR <br />2 - Point (lb)4' 7" (Front)N/A 23 27 -27 Linked from: <br />(N)RB1, Support 1 <br />3 - Point (lb)8' 5" (Front)N/A 21 24 -24 Linked from: <br />(N)RB2, 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 />Roof, (N)RB3 <br />2 piece(s) 2 x 8 DF No.2 <br />Page 91 of 290