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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2124 @ 11' 11 1/2"7656 (3.50")Passed (28%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)1618 @ 11' 3/4"3885 Passed (42%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)3706 @ 7' 4 3/4"4432 Passed (84%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.161 @ 6' 4 11/16"0.393 Passed (L/880)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.271 @ 6' 5 5/16"0.590 Passed (L/522)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 12' 1 1/2" <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•A 1.3% decrease in the moment capacity has been added to account for lateral stability. <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 />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories <br />1 - Column - DF 3.50"3.50"1.50"376 673 150 -158 1049 Blocking <br />2 - Column - DF 3.50"3.50"1.50"908 905 717 -753 2124 Blocking <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)8' o/c <br />Bottom Edge (Lu)End Bearing Points <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Floor Live Roof Live Wind <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)0 to 12' 1 1/2"N/A 8.2 ------ <br />1 - Uniform (PLF)0 to 12' 1 1/2" (Front)N/A 27.0 89.3 --Linked from: CJ-1, <br />Support 2 <br />2 - Uniform (PSF)0 to 9' 11" (Front)8"6.0 20.0 --CLG <br />3 - Uniform (PLF)9' 11" to 12' 1 1/2" (Front)N/A 13.5 45.8 --Linked from: CJ-3, <br />Support 1 <br />4 - Point (lb)9' 11" (Front)N/A 787 263 867 -911 Linked from: CB-4, <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, CB-6 <br />1 piece(s) 4 x 10 DF No.2 <br />Page 101 of 213