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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)154 @ 8' 3 1/2"1406 (1.50")Passed (11%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)132 @ 7' 8 5/8"1631 Passed (8%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)312 @ 4' 3"1700 Passed (18%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.030 @ 4' 3"0.284 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.053 @ 4' 3"0.426 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 8' 11 5/16" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 4/12 <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•A 15% increase in the moment capacity has been added to account for repetitive member usage. <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 />• 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 - Beveled Plate - DF 3.50"3.50"1.50"72 91 -91 162/-11 Blocking <br />2 - Hanger on 7 1/4" DF beam 1.50"Hanger¹1.50"70 89 -89 159/-11 See note ¹ <br />•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. <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 />2 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Dead Roof Live Wind <br />Vertical Load Location (Side)Spacing (0.90)(1.25)(1.60)Comments <br />1 - Uniform (PSF)0 to 8' 5"16"12.0 16.0 -16.0 ROOF <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, RR-3 <br />1 piece(s) 2 x 8 DF No.2 @ 16" OC <br />Page 152 of 213