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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1044 @ 11' 9"7656 (3.50")Passed (14%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1027 @ 10' 10 1/4"4856 Passed (21%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)3465 @ 8' 4"5541 Passed (63%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.093 @ 6' 6 7/16"0.386 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.179 @ 6' 5 11/16"0.579 Passed (L/777)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 11' 11" <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 - Stud wall - DF 3.50"3.50"1.50"264 159 229 -246 555 Blocking <br />2 - Stud wall - DF 3.50"3.50"1.50"498 159 546 -589 1044/-54 Blocking <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)6' 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 11' 11"N/A 8.2 ------ <br />1 - Uniform (PSF)0 to 11' 11" (Front)1' 4"6.0 20.0 --CLG <br />2 - Point (lb)8' 4" (Top)N/A 569 -775 -835 Linked from: C-7, <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-1 <br />1 piece(s) 4 x 10 DF No.2 <br />Page 96 of 213