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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1453 @ 17' 1 1/16" 3281 (1.50") Passed (44%) -- 1.0 D + 1.0 Lr (Alt Spans) <br />Shear (lbs)1241 @ 16' 4 1/16" 4856 Passed (26%) 1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Moment (Ft-lbs)4190 @ 10' 9 3/8" 5615 Passed (75%) 1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.234 @ 9' 11 7/16" 0.761 Passed (L/782) -- 1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.462 @ 9' 11 5/16" 1.015 Passed (L/395) -- 1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 17' 8 7/8" <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/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" 457 425 881 Blocking <br />2 - Hanger on 9 1/4" SPF beam 3.50" Hanger¹ 1.50" 711 742 1453 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' 7" o/c <br />Bottom Edge (Lu)17' 7" 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 17' 1 1/16"N/A 8.2 -- <br />1 - Tapered (PLF)0 to 2' 1 7/16"N/A 0.0 to 37.0 0.0 to 42.4 Generated from <br />Roof Geometry <br />2 - Tapered (PLF)2' 1 7/16" to 17' 1 1/16" N/A 0.0 to 127.9 0.0 to 149.7 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 />Level, BM1 - Hip Beam <br />1 piece(s) 4 x 10 DF No.2 <br />ForteWEB Software Operator Job Notes 7/12/2024 5:52:42 AM UTC <br />Trang Ho <br />LT Designs <br />(714) 213-1608 <br />onetrang10@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br />File Name: 2217 W Civic Center Dr <br />Page 4 / 12 <br />6 <br />2217 W Civic Center Dr <br />Unit# 29/9/2024