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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1278 @ 2"4922 (2.25")Passed (26%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)1258 @ 1' 3/4"7824 Passed (16%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)10764 @ 9' 3"15519 Passed (69%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.552 @ 9' 3"0.938 Passed (L/408)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)1.129 @ 9' 5 5/8"1.250 Passed (L/199)--1.0 D + 1.0 Lr (All Spans) <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/240) and TL (L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <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"688 191 591 1279 1 1/4" Rim Board <br />2 - Stud wall - DF 3.50"2.25"1.50"658 191 555 1217 1 1/4" Rim Board <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)18' 11" o/c <br />Bottom Edge (Lu)18' 11" o/c <br />Dead Floor Live Roof Live <br />Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments <br />0 - Self Weight (PLF)1 1/4" to 18' 11 3/4"N/A 10.1 ---- <br />1 - Uniform (PSF)0 to 19' 1" (Front)2'5.0 10.0 -Ceiling Load <br />2 - Point (lb)9' 3" (Front)N/A 482 -573 Hip bm 1 <br />3 - Point (lb)9' 3" (Front)N/A 482 -573 Hip bm 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 />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br />Level, BM2 - Ceiling Beam <br />1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL <br />ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC <br />Trang Ho <br />LT Designs <br />(714) 213-1608 <br />onetrang10@gmail.com <br />ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />File Name: 1313 English St <br />Page 6 / 8 <br />7 <br />1313 N English St <br />8/28/2024