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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2188 @ 2" 4922 (2.25") Passed (44%) -- 1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1764 @ 1' 3/4"4856 Passed (36%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)5266 @ 5' 1/2"5615 Passed (94%) 1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.132 @ 5' 1/2" 0.325 Passed (L/886) -- 1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.244 @ 5' 1/2" 0.488 Passed (L/480) -- 1.0 D + 1.0 Lr (All Spans) <br />Member Length : 9' 10 1/2" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 0/12 <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 />• Rim Board is assumed to carry all loads applied directly above it, bypassing 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 - Stud wall - DF 3.50" 2.25" 1.50" 1024 151 1210 2234 1 1/4" Rim Board <br />2 - Stud wall - DF 3.50" 2.25" 1.50" 1024 151 1210 2234 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)9' 11" o/c <br />Bottom Edge (Lu)9' 11" 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)1 1/4" to 9' 11 3/4"N/A 8.2 ---- <br />1 - Uniform (PSF)0 to 10' 1" (Front)3'5.0 10.0 -Ceiling Load <br />2 - Uniform (PSF)0 to 10' 1" (Front)12'15.0 -20.0 Roof Load <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 />Level, BM8 - Drop Beam <br />1 piece(s) 4 x 10 DF No.2 <br />ForteWEB Software Operator Job Notes 8/6/2024 11:55:57 PM UTC <br />Trang Ho <br />LT Designs <br />(714) 213-1608 <br />onetrang10@gmail.com <br />ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 <br />File Name: 2217 W Civic Center Dr <br />Page 2 / 2 <br />2 <br />2217 W Civic Center Dr <br />Unit# 29/9/2024