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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] <br />Member Reaction (lbs)1574 @ 19' 9 1/2"7734 (2.25")Passed (20%)--1.0 D + 1.0 Lr (All Spans) [1] <br />Shear (lbs)1520 @ 18' 10 1/2"7402 Passed (21%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Moment (Ft-lbs)6126 @ 14' 11 5/8"11540 Passed (53%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Live Load Defl. (in)0.295 @ 10' 8 13/16"0.654 Passed (L/800)--1.0 D + 1.0 Lr (All Spans) [1] <br />Total Load Defl. (in)0.640 @ 10' 7 5/8"0.981 Passed (L/368)--1.0 D + 1.0 Lr (All Spans) [1] <br />Member Length : 19' 9" <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 />•Moment capacity has been adjusted by a factor of 0.99 to account for the beam stability and/or volume/size factors. <br />•Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. <br />•Applicable calculations are based on NDS. <br />• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Wind Factored Accessories <br />1 - Column - DF 3.50"2.25"1.50"476 360 -213 836 1 1/4" Rim Board <br />2 - Column - DF 3.50"2.25"1.50"827 752 -214 1579 1 1/4" Rim Board <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 Roof Live Wind <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)(1.60)Comments <br />0 - Self Weight (PLF)1 1/4" to 19' 10 1/4"N/A 13.2 ---- <br />1 - Uniform (PSF)0 to 19' 11 1/2" (Front)1' 4"16.0 16.0 -16.0 roof <br />2 - Point (lb)15' 7" (Front)N/A 615 686 147/-1 Linked from: <br />(N)RC7, 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, (N)CB15 <br />1 piece(s) 6 x 10 DF No.1 <br />Page 129 of 290