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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1579 @ 16' 11 5/8"3281 (1.50")Passed (48%)--1.0 D + 1.0 Lr (Alt Spans) <br />Shear (lbs)1358 @ 16' 2 5/8"4856 Passed (28%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Moment (Ft-lbs)4747 @ 10' 4 11/16"6239 Passed (76%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.268 @ 9' 6 9/16"0.792 Passed (L/709)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.534 @ 9' 6 7/16"1.056 Passed (L/356)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 17' 7 7/16" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2024 <br />Design Methodology : ASD <br />Member Pitch : 2.83/12 <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 />•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 Factored Accessories <br />1 - Beveled Plate - SPF 3.50"3.50"1.50"459 428 887 Blocking <br />2 - Hanger on 9 1/4" SPF beam 3.50"Hanger¹1.50"777 802 1579 See note ¹ <br />•Maximum allowable bracing intervals based on applied load. <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)17' 5" o/c <br />Bottom Edge (Lu)17' 5" o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />2 - Face Mount Hanger LSSR410Z 1.88"N/A 22-16dx2.5 18-16dx2.5 <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 <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 16' 11 5/8"N/A 8.2 -- <br />1 - Tapered (PLF)0 to 1' 5"N/A 0.0 to 24.7 0.0 to 28.3 Generated from <br />Roof Geometry <br />2 - Tapered (PLF)1' 5" to 16' 11 5/8"N/A 0.0 to 134.5 0.0 to 155.6 Generated from <br />Roof Geometry <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 <br />1 piece(s) 4 x 10 DF No.1 <br />ForteWEB Software Operator Job Notes 3/28/2025 10:50:46 PM UTC <br />della tran <br />Della Inc <br />(510) 322-0735 <br />della@dellaincorporated.com <br />ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 <br />File Name: 2719 Huckleberry <br />Page 5 / 8