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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)853 @ 2"7656 (3.50")Passed (11%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)575 @ 12' 3 1/2"5263 Passed (11%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)3994 @ 5'15519 Passed (26%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.094 @ 5' 11 7/16"0.306 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.181 @ 5' 11 11/16"0.613 Passed (L/810)--1.0 D + 1.0 Lr (All Spans) <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/480) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 Factored Accessories <br />1 - Column - DF 3.50"3.50"1.50"417 436 853 Blocking <br />2 - Column - DF 3.50"3.50"1.50"294 284 578 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)12' 7" o/c <br />Bottom Edge (Lu)12' 7" o/c <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)0 to 12' 7"N/A 10.1 -- <br />1 - Point (lb)5' (Front)N/A 583 720 Linked from: CB-1, <br />Support 1 <br />Shear (lbs) <br />Tapered End Heel Height Cut Length Cut Slope Location Actual Allowed Result Comments <br />Right End 3 1/2"1' 5 1/4"4/12 12' 3 1/2"-575 5263 Passed (11%) <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 <br />www.weyerhaeuser.com/woodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by Sam Mobed <br />Weyerhaeuser Notes <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />ROOF, CB-3 <br />1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL <br />ForteWEB Software Operator Job Notes 10/9/2023 7:11:57 PM UTC <br />Sam Mobed <br />Nick Engineering Inc. <br />(310) 433-7927 <br />smobed@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 1401 W Highland St <br />Page 1 / 1 <br />1401 W Highland St & #2 - <br />101118574 & 766/10/2024