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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)75 @ 1 1/2"1406 (1.50")Passed (5%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)59 @ 7"990 Passed (6%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)81 @ 2' 3 3/8"713 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.006 @ 2' 3 3/8"0.144 Passed (L/999+)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.008 @ 2' 3 3/8"0.216 Passed (L/999+)--1.0 D + 1.0 L (All Spans) <br />Member Length : 4' 3 3/4" <br />System : Ceiling <br />Member Type : Attic Joist <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 />•A 3.2% decrease in the moment capacity has been added to account for lateral stability. <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 Floor/Ceiling <br />Live Factored Accessories <br />1 - Hanger on 5 1/2" DF beam 1.50"Hanger¹1.50"18 61 79 See note ¹ <br />2 - Hanger on 5 1/2" DF beam 1.50"Hanger¹1.50"18 61 79 See note ¹ <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 3 3/4" o/c <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 LU26 1.50"N/A 6-10dx1.5 4-10dx1.5 <br />2 - Face Mount Hanger LU26 1.50"N/A 6-10dx1.5 4-10dx1.5 <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />• Only vertical loads are available for Attic Joist member types. No tension loading will be considered in the design for these members. <br />Dead <br />Floor/Ceiling <br />Live <br />Vertical Load Location (Side)Spacing (0.90)(1.00)Comments <br />1 - Uniform (PSF)0 to 4' 6 3/4"16"6.0 20.0 CLG <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 />CLG, CJ-3 <br />1 piece(s) 2 x 6 DF No.2 @ 16" OC <br />Page 157 of 213