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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] <br />Member Reaction (lbs)2927 @ 2' 11"7656 (3.50")Passed (38%)--1.0 D + 1.0 Lr (All Spans) [1] <br />Shear (lbs)1219 @ 3' 10"4856 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Moment (Ft-lbs)-2679 @ 2' 11"5531 Passed (48%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Live Load Defl. (in)0.049 @ 0 0.200 Passed (2L/999+)--1.0 D + 1.0 Lr (Alt Spans) [1] <br />Total Load Defl. (in)0.071 @ 0 0.292 Passed (2L/992)--1.0 D + 1.0 Lr (Alt Spans) [1] <br />Member Length : 9' 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 : 0/12 <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Overhang deflection criteria: LL (0.2") and TL (2L/240). <br />•A 1.5% decrease in the moment capacity has been added to account for lateral stability. <br />•-259 lbs uplift at support located at 2' 11". Strapping or other restraint may be required. <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"1291 1636 -1723 2927/-259 Blocking <br />2 - Column - DF 1.75"1.75"1.50"345 504 251/-620 849/-165 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 9' 8 7/8"N/A 8.2 ---- <br />1 - Uniform (PLF)0 to 9' 8" (Front)N/A 71.3 90.8 -91.5 Linked from: RR-1, <br />Support 2 <br />2 - Uniform (PLF)0 to 9' 8" (Front)N/A 71.3 90.8 -90.8 Linked from: RR-2, <br />Support 2 <br />3 - Point (lb)0 (Front)N/A 89 139 45/-170 Linked from: HIP <br />BEAM-1, Support 2 <br />4 - Point (lb)0 (Front)N/A 82 124 35/-150 Linked from: HIP <br />BEAM-2, 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, RB-1 <br />1 piece(s) 4 x 10 DF No.2 <br />Page 85 of 213