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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)303 @ 11' 5 3/4"2813 (1.50")Passed (11%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)291 @ 10' 10 3/4"1980 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)790 @ 6' 6 1/2"1419 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.193 @ 5' 11 3/4"0.377 Passed (L/702)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.277 @ 5' 11 11/16"0.566 Passed (L/490)--1.0 D + 1.0 L (All Spans) <br />Member Length : 11' 5 3/4" <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 />•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 Factored Accessories <br />1 - Stud wall - DF 3.50"3.50"1.50"78 176 254 Blocking <br />2 - Stud wall - DF 1.50"1.50"1.50"91 212 303 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 <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)Comments <br />0 - Self Weight (PLF)0 to 11' 5 3/4"N/A 4.2 -- <br />1 - Uniform (PSF)0 to 9' 1" (Front)8"6.0 20.0 CLG <br />2 - Uniform (PSF)0 to 11' 5 3/4" (Front)8"6.0 20.0 CLG <br />3 - Point (lb)9' 1" (Front)N/A 39 114 Linked from: <br />CB-12, 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-13 <br />2 piece(s) 2 x 6 DF No.2 <br />Page 108 of 213