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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2288 @ 2"5206 (3.50")Passed (44%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)2189 @ 1' 2 3/4"5906 Passed (37%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)6123 @ 3' 1 1/8"8459 Passed (72%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.050 @ 3' 10 1/2"0.387 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.082 @ 3' 10 1/2"0.517 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 8' 1" <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 />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to 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"3.50"1.54"897 1391 2288 Blocking <br />2 - Stud wall - SPF 3.50"3.50"1.50"650 996 1646 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)8' 1" o/c <br />Bottom Edge (Lu)8' 1" 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)0 to 8' 1"N/A 10.0 -- <br />1 - Point (lb)3' (Front)N/A 630 1014 HIP BEAM 7 <br />2 - Point (lb)3' 9" (Front)N/A 322 528 HIP BEAM 9 <br />3 - Point (lb)3' (Front)N/A 154 241 HIP BEAM 15 <br />4 - Point (lb)3' 9" (Front)N/A 154 241 HIP BEAM 15 <br />5 - Uniform (PSF)0 to 8' 1" (Front)2' 3"11.3 20.0 (N) R.R. <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 10: 4x12 (D.F.#1) CLG BM. <br />1 piece(s) 4 x 12 DF No.1 <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 13 / 23