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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)191 @ 7' 5 1/8"1406 (1.50")Passed (14%)--1.0 D + 1.0 Lr (Alt Spans) <br />Shear (lbs)138 @ 6' 10 1/8"1631 Passed (8%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Moment (Ft-lbs)217 @ 4' 11 7/16"1478 Passed (15%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.011 @ 4' 7 3/8"0.306 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.018 @ 4' 7 7/16"0.408 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 7' 11" <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"61 84 145 Blocking <br />2 - Hanger on 7 1/4" SPF beam 3.50"Hanger¹1.50"74 118 191 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)7' 9" o/c <br />Bottom Edge (Lu)7' 9" 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 7' 5 1/8"N/A 2.8 -- <br />1 - Tapered (PLF)0 to 1' 5"N/A 0.0 to 16.2 0.0 to 28.3 Generated from <br />Roof Geometry <br />2 - Tapered (PLF)1' 5" to 7' 5 1/8"N/A 0.0 to 32.5 0.0 to 60.1 Generated from <br />Roof Geometry <br />Member Notes <br />HIP BEAM AT BED #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 />Level, BM1: HIP BEAM AT BED #2 <br />1 piece(s) 2 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC <br />Anh Phan <br />AP DESIGN <br />(714) 487-7926 <br />anhtuanxd04@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 23139 - 810 English St <br />Page 4 / 11 <br />Page 10 of 26 <br />810 N English St & Unit <br />#25/7/2025