Laserfiche WebLink
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)5040 @ 2"7656 (3.50")Passed (66%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)4233 @ 1' 3/4"4856 Passed (87%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Moment (Ft-lbs)4349 @ 2' 3"5615 Passed (77%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Live Load Defl. (in)0.043 @ 3' 1 7/16"0.208 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.083 @ 3' 1 1/2"0.313 Passed (L/900)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 6' 7" <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <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"2.30"2397 1175 2349 5040 Blocking <br />2 - Column - DF 3.50"3.50"1.50"1060 494 988 2171 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)6' 7" o/c <br />Bottom Edge (Lu)6' 7" o/c <br />• Side loads are assumed to not induce cross-grain tension. <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' 7"N/A 8.2 ---- <br />1 - Uniform (PSF)0 to 6' 7" (Top)11' 3"12.3 --20.0 Roof Load <br />2 - Uniform (PSF)0 to 6' 7" (Top)11' 3"6.0 10.0 --Ceiling Load <br />3 - Uniform (PLF)0 to 6' 7" (Top)N/A 34.0 ----Wall Load <br />4 - Point (lb)1' (Top)N/A 1824 928 1856 <br />Linked from: Flush <br />Beam (B-1), <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 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 />Ceiling, Header (HD-1) <br />1 piece(s) 4 x 10 DF No.2 <br />ForteWEB Software Operator Job Notes 6/30/2025 6:35:08 AM UTC <br />Hoang Pham <br />HD Engineering Construction Inc. <br />(714) 495-0056 <br />hdanpham@gmail.com <br />ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 <br />File Name: 2066 South Van Ness Ave, Santa Ana, CA <br />Page 8 / 8