Laserfiche WebLink
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] <br />Member Reaction (lbs)1332 @ 14'7656 (3.50")Passed (17%)--1.0 D + 1.0 Lr (All Spans) [1] <br />Shear (lbs)543 @ 13' 3"3806 Passed (14%)1.25 1.0 D + 1.0 Lr (All Spans) [1] <br />Moment (Ft-lbs)712 @ 11' 1 15/16"3737 Passed (19%)1.25 1.0 D + 1.0 Lr (Alt Spans) [1] <br />Live Load Defl. (in)0.049 @ 0 0.561 Passed (2L/999+)--1.0 D + 0.6 W (All Spans) [1] <br />Total Load Defl. (in)0.069 @ 0 0.842 Passed (2L/999+)--1.0 D + 0.6 W (All Spans) [1] <br />Member Length : 14' 10" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Overhang deflection criteria: LL (2L/360) and TL (2L/240). <br />•Left cantilever length exceeds 1/3 member length or 1/2 back span length. Additional bracing should be considered. <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 Roof Live Wind Factored Accessories <br />1 - Column - DF 3.50"3.50"1.50"380 359 51/-386 739/-4 Blocking <br />2 - Column - DF 3.50"3.50"1.50"557 775 -835 1332/-167 Blocking <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)Continuous <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)0 to 14' 10"N/A 6.4 ---- <br />1 - Uniform (PLF)8' 5" to 14' 10" (Front)N/A 53.3 68.3 -69.0 Linked from: RR-4, <br />Support 2 <br />2 - Uniform (PLF)8' 5" to 14' 10" (Front)N/A 53.3 68.3 -69.0 Linked from: RR-4, <br />Support 2 <br />3 - Point (lb)14' 10" (Front)N/A 79 118 31/-142 Linked from: HIP <br />BEAM-3, Support 2 <br />4 - Point (lb)14' 10" (Front)N/A 79 118 31/-142 Linked from: HIP <br />BEAM-3, Support 2 <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 />ROOF, RB-3 <br />1 piece(s) 4 x 8 DF No.2 <br />Page 87 of 213