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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)676 @ 5' 2"3281 (1.50")Passed (21%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)537 @ 4' 7"2310 Passed (23%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)957 @ 2' 4"1712 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.040 @ 2' 7 1/16"0.172 Passed (L/999+)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.057 @ 2' 7"0.258 Passed (L/999+)--1.0 D + 1.0 L (All Spans) <br />Member Length : 5' 2" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Factored Accessories <br />1 - Trimmer - DF 1.50"1.50"1.50"172 390 562 None <br />2 - Trimmer - DF 1.50"1.50"1.50"194 482 676 None <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)End Bearing Points <br />Bottom Edge (Lu)End Bearing Points <br />Dead Floor Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.00)Comments <br />0 - Self Weight (PLF)0 to 5' 2"N/A 4.9 -- <br />1 - Uniform (PSF)0 to 5' 2"1'10.0 --WALL <br />2 - Uniform (PLF)2' to 5' 2"N/A 34.5 114.0 Linked from: CJ-6, <br />Support 2 <br />3 - Point (lb)2'N/A 91 212 Linked from: <br />CB-13, Support 2 <br />4 - Uniform (PLF)0 to 5' 2"N/A 17.3 57.8 Linked from: CJ-8, <br />Support 1 <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, HDR-10 <br />1 piece(s) 4 x 6 DF No.2 <br />Page 147 of 213