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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)5374 @ 1"5469 (2.50")Passed (98%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)3163 @ 11 3/4"4856 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)3117 @ 8"5615 Passed (56%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.004 @ 1' 4 7/16"0.092 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.008 @ 1' 4 7/16"0.138 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 2' 11" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2024 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Factored Accessories <br />1 - Trimmer - DF 2.50"2.50"2.46"2525 219 2849 5374 None <br />2 - Trimmer - DF 2.50"2.50"1.50"769 219 767 1536 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)2' 11" o/c <br />Bottom Edge (Lu)2' 11" o/c <br />Dead Floor Live Roof Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.00)(1.25)Comments <br />0 - Self Weight (PLF)0 to 2' 11"N/A 8.2 ---- <br />1 - Uniform (PSF)0 to 2' 11"15'5.0 10.0 -Default Load <br />2 - Point (lb)8"N/A 3051 -3616 <br />Linked from: Roof: <br />Drop Beam, <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 />ADU, Wall: Header <br />1 piece(s) 4 x 10 DF No.2 <br />Page 11