Laserfiche WebLink
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1847 @ 2"7656 (3.50")Passed (24%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Shear (lbs)933 @ 10 3/4"3045 Passed (31%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)1432 @ 2' 1/2"3322 Passed (43%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.011 @ 2' 1/2"0.094 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Total Load Defl. (in)0.021 @ 2' 1/2"0.188 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) <br />Member Length : 4' 1" <br />System : Floor <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2024 <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 />•Applicable calculations are based on NDS. <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"928 735 490 1847 None <br />2 - Column - DF 3.50"3.50"1.50"928 735 490 1847 None <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)4' 1" o/c <br />Bottom Edge (Lu)4' 1" 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 4' 1"N/A 6.4 ---- <br />1 - Uniform (PSF)0 to 4' 1" (Front)9'12.0 40.0 -FLOOR <br />2 - Uniform (PSF)0 to 4' 1" (Top)12'15.0 -20.0 ROOF <br />3 - Uniform (PSF)0 to 4' 1" (Top)8'20.0 --WALL ABOVE <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 Sam Mobed <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 />2ND FLOOR, FB-1 <br />1 piece(s) 4 x 8 DF No.1 <br />ForteWEB Software Operator Job Notes 7/3/2024 11:57:23 PM UTC <br />Sam Mobed <br />Nick Engineering Inc. <br />(310) 433-7927 <br />smobed@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br />File Name: 1908 Greenleaf St <br />Page 1 / 1 <br />1908 N Greenleaf St Unit# <br />24/22/2025