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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] <br />Member Reaction (lbs)1023 @ 6"7656 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans) [1] <br />Shear (lbs)445 @ 6' 9"4856 Passed (9%)1.25 1.0 D + 1.0 Lr (Alt Spans) [1] <br />Moment (Ft-lbs)934 @ 4' 8 9/16"5615 Passed (17%)1.25 1.0 D + 1.0 Lr (Alt Spans) [1] <br />Live Load Defl. (in)0.011 @ 4' 2 11/16"0.238 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) [1] <br />Total Load Defl. (in)0.022 @ 4' 2 15/16"0.357 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) [1] <br />Member Length : 7' 9 3/4" <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 />•Overhang deflection criteria: LL (2L/360) and TL (2L/240). <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 Wind Factored Accessories <br />1 - Column - DF 3.50"3.50"1.50"523 500 39/-522 1023 Blocking <br />2 - Column - DF 3.50"3.50"1.50"364 374 21/-387 738/-14 Blocking <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <br />Bottom Edge (Lu)End Bearing Points <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Roof Live Wind <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)0 to 7' 9 3/4"N/A 8.2 ---- <br />1 - Tapered (PSF)0 to 7' 9 3/4" (Front)0 to 6' 4"16.0 16.0 -16.0 roof load <br />2 - Tapered (PSF)0 to 7' 9 3/4" (Front)0 to 3'12.0 16.0 -16.0 roof load <br />3 - Point (lb)0 (Front)N/A 286 281 39/-302 Linked from: <br />(N)VB1, Support 2 <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, (N)RB14 <br />1 piece(s) 4 x 10 DF No.2 <br />Page 102 of 290