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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)28 @ 3 1/2"2813 (1.50")Passed (1%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)9 @ 10 3/4"3263 Passed (0%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)6 @ 9"2957 Passed (0%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.000 @ 3 1/2"0.031 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.000 @ 3 1/2"0.046 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 11" <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 />•Applicable calculations are based on NDS. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ¹ See Connector grid below for additional information and/or requirements. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Wind Factored Accessories <br />1 - Hanger on 7 1/4" DF beam 3.50"Hanger¹1.50"21 24 -24 45/-2 See note ¹ <br />2 - Hanger on 7 1/4" DF beam 3.50"Hanger¹1.50"21 24 -24 45/-2 See note ¹ <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <br />Bottom Edge (Lu)End Bearing Points <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />1 - Face Mount Hanger LUS26-2 2.00"N/A 4-10dx1.5 3-10d <br />2 - Face Mount Hanger LUS26-2 2.00"N/A 4-10dx1.5 3-10d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <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)3 1/2" to 1' 2 1/2"N/A 5.5 ---- <br />1 - Uniform (PSF)0 to 1' 6" (Front)2'12.0 16.0 -16.0 RR <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)RB2 <br />2 piece(s) 2 x 8 DF No.2 <br />Page 90 of 290