Laserfiche WebLink
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1075 @ 10' 9"3281 (1.50")Passed (33%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)955 @ 10' 1/4"3806 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)2786 @ 6'3737 Passed (75%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.158 @ 5' 7 3/16"0.358 Passed (L/817)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.297 @ 5' 7 5/16"0.313 Passed (L/435)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 10' 9" <br />System : Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (5/16"). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Trimmer - SPF 1.50"1.50"1.50"294 330 624 None <br />2 - Trimmer - SPF 1.50"1.50"1.50"525 550 1075 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)10' 9" o/c <br />Bottom Edge (Lu)10' 9" o/c <br />Dead Roof Live <br />Vertical Loads Location Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 10' 9"N/A 6.4 -- <br />1 - Uniform (PSF)0 to 10' 9"1' 4"15.0 20.0 Default Load <br />2 - Point (lb)6'N/A 130 233 <br />3 - Uniform (PSF)6' to 10' 6"2'15.0 - <br />4 - Uniform (PSF)6' to 10' 6"4'15.0 20.0 <br />Member Notes <br />BEAM AT LIVING <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 AP DESIGN <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 />Level , BM3: BEAM AT LIVING <br />1 piece(s) 4 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 7/9/2024 7:20:42 AM UTC <br />Anh Phan <br />AP DESIGN <br />(714) 487-7926 <br />anhtuanxd04@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br />File Name: 23190 - 2801 W Elder Ave <br />Page 7 / 8 <br />Page 13 of 22 <br />2801 W Elder Ave & Unit# <br />24/15/2025