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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)585 @ 1' 10"7866 (3.50")Passed (7%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)188 @ 2' 6 13/16"3806 Passed (5%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)-225 @ 1' 10"3722 Passed (6%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.002 @ 0 0.200 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.004 @ 0 0.200 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 4' 4 9/16" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 2.83/12 <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Overhang deflection criteria: LL (0.2") and TL (0.2"). <br />•Left cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered. <br />•A 0.4% 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 Roof Live Wind Factored Accessories <br />1 - Beveled Plate - DF 3.50"3.50"1.50"276 309 -309 585/-20 Blocking <br />2 - Hanger on 7 1/4" DF beam 1.50"Hanger¹1.50"82 124 35/-150 207/-41 See note ¹ <br />•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. <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 U46X SLD13 2.00"N/A 8-10dx1.5 4-10d <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)0 to 4' 1 1/2"N/A 6.4 ---- <br />1 - Tapered (PSF)0 to 4' 3"0 to 3'12.6 16.0 -16.0 ROOF <br />2 - Uniform (PSF)0 to 4' 3"3' 9"12.6 16.0 -16.0 ROOF <br />3 - Tapered (PSF)0 to 4' 3"0 to 1' 6"12.6 16.0 -16.0 ROOF <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, HIP BEAM-2 <br />1 piece(s) 4 x 8 DF No.2 <br />Page 83 of 213