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Wall Height: 5'Member Height: 4' 7 1/2"Tributary Width: 1' 4" Design Results Actual Allowed Result LDF Load: Combination Slenderness 16 50 Passed (32%)---- Compression (lbs)2136 16234 Passed (13%)1.25 1.0 D + 1.0 Lr Plate Bearing (lbs)2136 7656 Passed (28%)--1.0 D + 1.0 Lr Lateral Reaction (lbs)0 ------N/A Lateral Shear (lbs)0 N/A Passed (N/A)--N/A Lateral Moment (ft-lbs)0 @ mid-span N/A Passed (N/A)--N/A Total Deflection (in)0.00 @ mid-span N/A Passed (N/A)--N/A Bending/Compression N/A 1 Passed (N/A)--N/A •Wall deflection criteria: TL (L/180) •Input axial load eccentricity for the design is zero •Member connection at both ends must be checked against an uplift of -235. •Applicable calculations are based on NDS. •This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. Supports Type Material Top Dbl 2X Douglas Fir-Larch Base 2X Douglas Fir-Larch Max Unbraced Length Comments 4' 7 1/2" System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : ASD Dead Roof Live Wind Vertical Loads Tributary Width (0.90)(1.25)(1.60)Comments 1 - Point (lb)N/A 464 568 -587 Linked from: (N)RB10, Support 1 2 - Point (lb)N/A 503 601 -615 Linked from: (N)RB11, Support 2 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 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 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 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 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/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual MEMBER REPORT PASSED Roof, (N)RC2 1 piece(s) 4 x 4 DF No.2 Page 106 of 290