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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1323 @ 2"7656 (3.50")Passed (17%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)1088 @ 9"2310 Passed (47%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)1435 @ 1' 6"1720 Passed (83%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.061 @ 2' 10 3/8"0.189 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.114 @ 2' 10 3/8"0.283 Passed (L/594)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 6' <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />•Deflection criteria: LL (L/360) and TL (L/240). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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 Floor Live Roof Live Factored Accessories <br />1 - Column - DF 3.50"3.50"1.50"619 579 360 1323 Blocking <br />2 - Column - DF 3.50"3.50"1.50"412 261 360 878 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)6' o/c <br />Bottom Edge (Lu)6' 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 6'N/A 4.9 ---- <br />1 - Uniform (PLF)0 to 6' (Top)N/A 34.0 --Wall Load <br />2 - Uniform (PSF)0 to 6' (Top)2'6.0 20.0 -Ceiling Load <br />3 - Uniform (PSF)0 to 6' (Top)6'9.3 -20.0 Roof Load <br />4 - Point (lb)1' 6" (Top)N/A 392 600 - <br />Linked from: Flush <br />Beam (B-2), <br />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 <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, Header (HD-2) <br />1 piece(s) 4 x 6 DF No.2 <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 14 / 15