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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1795 @ 1 1/2" 4463 (3.00") Passed (40%) -- 1.0 D + 0.6 W (All Spans) <br />Shear (lbs)1590 @ 1' 2 3/16" 7560 Passed (21%) 1.60 1.0 D + 0.6 W (All Spans) <br />Moment (Ft-lbs)9003 @ 10' 3"9745 Passed (92%) 1.60 1.0 D + 0.6 W (All Spans) <br />Live Load Defl. (in)0.443 @ 10' 3"1.355 Passed (L/550) -- 1.0 D + 0.6 W (All Spans) <br />Total Load Defl. (in)1.007 @ 10' 3"2.032 Passed (L/242) -- 1.0 D + 0.6 W (All Spans) <br />Member Length : 20' 7 13/16" <br />System : Roof <br />Member Type : Drop Beam <br />Building Use : Commercial <br />Building Code : IBC 2021 <br />Design Methodology : ASD <br />Member Pitch : 1/12 <br />• Deflection criteria: LL (L/180) and TL (L/120). <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 Wind Factored Accessories <br />1 - Beveled Plate - SPF 3.00" 3.00" 1.50" 1008 1312 1795 Blocking <br />2 - Beveled Plate - SPF 3.00" 3.00" 1.50" 1008 1312 1795 Blocking <br />•Maximum allowable bracing intervals based on applied load. <br />•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)14' 7" o/c <br />Bottom Edge (Lu)20' 7" o/c <br />• Distributed wind loads are applied perpendicular to the slope of the member. <br />• Side loads are assumed to not induce cross-grain tension. <br />Dead Wind <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.60)Comments <br />0 - Self Weight (PLF)0 to 20' 6"N/A 10.0 -- <br />1 - Uniform (PSF)0 to 20' 6"8'11.0 16.0 Default 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 />PASSEDMEMBER REPORT <br />Level,Roof2 Beam <br />1 piece(s) 4 x 12 DF No.2 <br />ForteWEB Software Operator Job Notes 6/3/2025 9:46:17 PM UTC <br />Alex Hashemi <br />AHZ <br />(949) 466-1544 <br />alihaji_12@yahoo.com <br />ForteWEB v3.9, Engine: V8.4.3.94, Data: V8.1.7.3 <br />File Name: santa ana downtown <br />Page 1 / 1 <br />Page 11