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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)363 @ 11' 3 3/4"1406 (1.50")Passed (26%)--1.0 D + 1.0 Lr (Alt Spans) <br />Shear (lbs)289 @ 10' 8 13/16"1631 Passed (18%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Moment (Ft-lbs)567 @ 7' 10 15/16"1478 Passed (38%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.063 @ 7' 3 7/8"0.435 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.096 @ 7' 4 1/8"0.580 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 11' 11 11/16" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 3.54/12 <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"141 213 353 Blocking <br />2 - Hanger on 7 1/4" SPF beam 3.50"Hanger¹1.50"130 233 363 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)11' 10" o/c <br />Bottom Edge (Lu)11' 10" o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />2 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d <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 <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 11' 3 3/4"N/A 2.8 -- <br />1 - Tapered (PLF)0 to 2' 9 15/16"N/A 0.0 to 32.3 0.0 to 56.6 Generated from <br />Roof Geometry <br />2 - Tapered (PLF)2' 9 15/16" to 11' 3 3/4"N/A 0.0 to 43.1 0.0 to 84.9 Generated from <br />Roof Geometry <br />Member Notes <br />HIP BEAM AT BED #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 />Level , BM1: HIP BEAM AT BED #1 <br />1 piece(s) 2 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 7/9/2024 7:20:42 AM UTC <br />Anh Phan <br />AP DESIGN <br />(714) 487-7926 <br />anhtuanxd04@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br />File Name: 23190 - 2801 W Elder Ave <br />Page 4 / 8 <br />Page 10 of 22 <br />2801 W Elder Ave & Unit# <br />24/15/2025