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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)6667 @ 7 3/4"8181 (3.50")Passed (81%)--1.0 D + 1.0 Lr (Adj Spans) <br />Shear (lbs)3413 @ 1' 11"10519 Passed (32%)1.25 1.0 D + 1.0 Lr (Adj Spans) <br />Moment (Ft-lbs)17627 @ 10' 3 3/4"23188 Passed (76%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.361 @ 10' 3 9/16"0.965 Passed (L/641)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.646 @ 10' 3 9/16"1.286 Passed (L/358)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 20' 7" <br />System : Roof <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2024 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Overhang deflection criteria: LL (2L/240) and TL (2L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. <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 />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Stud wall - SPF 3.50"3.50"2.85"3051 3616 6667 Blocking <br />2 - Stud wall - SPF 3.50"3.50"2.84"3041 3608 6649 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)20' 7" o/c <br />Bottom Edge (Lu)20' 7" o/c <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 20' 7"N/A 18.8 -- <br />1 - Uniform (PSF)0 to 20' 7" (Front)11'15.0 20.0 Default Load <br />2 - Point (lb)20' 6" (Front)N/A 577 663 <br />Linked from: Roof: <br />Hip/Valley Beam, <br />Support 2 <br />3 - Point (lb)0 (Front)N/A 577 663 <br />Linked from: Roof: <br />Hip/Valley Beam, <br />Support 2 <br />4 - Point (lb)0 (Front)N/A 577 663 <br />Linked from: Roof: <br />Hip/Valley Beam, <br />Support 2 <br />5 - Point (lb)20' 6" (Front)N/A 577 663 <br />Linked from: Roof: <br />Hip/Valley Beam, <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 />ADU, Roof: Drop Beam <br />1 piece(s) 6 x 14 DF No.1 <br />Page 9