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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)3823 @ 2"7656 (3.50")Passed (50%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)3170 @ 1' 2 3/4"9516 Passed (33%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)11738 @ 7' 6"22463 Passed (52%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.290 @ 6' 11 7/8"0.342 Passed (L/565)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.485 @ 6' 11 7/8"0.683 Passed (L/338)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 14' <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <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 />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Floor Live Roof Live Factored Accessories <br />1 - Column - DF 3.50"3.50"1.75"1534 187 2289 3823 None <br />2 - Column - DF 3.50"3.50"1.50"1189 187 1759 2948 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)14' o/c <br />Bottom Edge (Lu)14' o/c <br />Dead Floor Live Roof Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.00)(1.25)Comments <br />0 - Self Weight (PLF)0 to 14'N/A 12.3 ---- <br />1 - Uniform (PSF)0 to 14' (Top)9' 9"11.6 -20.0 Roof Load <br />2 - Uniform (PSF)0 to 14' (Top)1' 4"6.0 20.0 -Ceiling Load <br />3 - Point (lb)1' (Top)N/A 428 -659 <br />Linked from: Hip <br />Beam (HB-2), <br />Support 2 <br />4 - Point (lb)7' 6" (Top)N/A 428 -659 <br />Linked from: Hip <br />Beam (HB-2), <br />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 <br />www.weyerhaeuser.com/woodproducts/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. <br />MEMBER REPORT PASSED <br />Ceiling, Beam (B-4) <br />1 piece(s) 3 1/2" x 11 1/4" 2.0E Parallam® PSL <br />ForteWEB Software Operator Job Notes 3/6/2024 4:09:08 AM UTC <br />Hoang Pham <br />HD Engineering Construction Inc. <br />(714) 495-0056 <br />hdanpham@gmail.com <br />ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />File Name: 1133 S Austin St. Unit 2 SA- Addition +Detached <br />ADUPage 15 / 15