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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2305 @ 8' 8 1/4"4463 (3.50")Passed (52%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1197 @ 7' 9 1/4"4163 Passed (29%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)1994 @ 3' 6 11/16"4412 Passed (45%)1.25 1.0 D + 1.0 Lr (Alt Spans) <br />Live Load Defl. (in)0.047 @ 4' 1 1/4"0.426 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.071 @ 4' 3/4"0.568 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 18' 2" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing 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"2.25"1.50"469 814 1283 1 1/4" Rim Board <br />2 - Stud wall - SPF 3.50"3.50"1.81"885 1420 2305 None <br />3 - Stud wall - SPF 3.50"2.25"1.50"76 130 206 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)18' 2" o/c <br />Bottom Edge (Lu)18' 2" 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)1 1/4" to 18' 3 1/4"N/A 7.0 -- <br />1 - Tapered (PSF)0 to 18' 4 1/2" (Front)6' 3" to 0 11.3 20.0 (N) ROOF RAFTER <br />2 - Tapered (PSF)0 to 18' 4 1/2" (Front)6' 3" to 0 11.3 20.0 (N) ROOF RAFTER <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ <br />document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />Weyerhaeuser Notes <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 />REMODEL/ADDITION, BEAM 2: 2-2x10 HIP BM <br />2 piece(s) 2 x 10 DF No.2 <br />ForteWEB Software Operator Job Notes 8/6/2024 5:11:06 PM UTC <br />Alex Chang <br />N/A <br />(657) 331-1935 <br />alex.engineer2223@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 2496-1025 W Carlton Pl, Santa Ana, CA 92707 <br />Page 5 / 23