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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)4844 @ 4"13945 (4.25")Passed (35%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)4292 @ 1' 7 1/2"17763 Passed (24%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)29362 @ 10' 3"50928 Passed (58%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.396 @ 10' 3"0.669 Passed (L/609)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.867 @ 10' 3"1.004 Passed (L/278)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 20' 6 1/2" <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/360) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 - Column - DF 5.50"4.25"1.50"2675 2205 4879 1 1/4" Rim Board <br />2 - Column - DF 5.50"4.25"1.50"2661 2191 4852 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)20' 7" o/c <br />Bottom Edge (Lu)20' 7" 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 20' 7 3/4"N/A 23.0 -- <br />1 - Uniform (PSF)0 to 20' 9" (Front)8'20.0 20.0 Roof <br />2 - Uniform (PSF)0 to 20' 9" (Front)2'10.0 -I.Wall <br />3 - Point (lb)10' 3" (Front)N/A 1128 1076 <br />Linked from: 3 : <br />Ridge bm over <br />Kitchen, Support 1 <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 />Roof, 4 : Cl'g bm over Kitchen <br />1 piece(s) 5 1/4" x 14" 2.0E Parallam® PSL <br />ForteWEB Software Operator Job Notes 8/14/2024 4:31:55 PM UTC <br />Tung Vo <br />HomeTopHome <br />(714) 928-2006 <br />hometophome2829@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 24077