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;wl r V r( i s vv co MEMBER REPORT PASSED <br />MAIN, MB#7 <br />2 piece(s) 2 x 6 HF No.2 <br />Overall Length; 3' 3" <br />I <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Desi n Resultls <br />Actual ® Location <br />Alloyed <br />R4wut <br />LDF <br />Loads Combination (Pattern) <br />Member Reaction (Ibs) <br />1139 @ 0 <br />1823 (1.50") <br />Passed (62%) <br />— <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />215 @ 7" <br />1898 <br />Passed (11%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Moment (Ft-Ibs) <br />273 @ i' 7 1/2" <br />1572 <br />Passed (17%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live load Defl, (in) <br />0.003 @ 1' 7 1/2" <br />0,108 <br />Passed (L/999+) <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (In) <br />0.010 @ V 7 112" <br />0.162 <br />Passed (L/999+) <br />-- <br />1.0 D + 1.0 S (All $Dana) <br />• i�eneuion cnWild: 1,L tit soul ant t L tUtqu). <br />• A 1.8% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on Nos. <br />Supports <br />Bearing Length <br />Leads to Supports (Its) <br />Accessories' <br />Total <br />Available <br />Requlred <br />Dead <br />Roof Live <br />Snow <br />Factored <br />1 - Trimmer - HF <br />;.50" <br />1.50" <br />1.50" <br />529 <br />488 <br />610 <br />1139 <br />None <br />2 - Trimmer - HF <br />.50" <br />1.50" <br />1.50" <br />529 <br />488 <br />610 <br />1139 <br />None <br />Lateral Bracing <br />Bracing internals <br />comnus+t <br />I op Edge (Lu) <br />End Bearing Points <br />Bottom Edqe (Lu) <br />End Bearing Points <br />Vertical Loads <br />Location <br />TtlbutialT Wism <br />Dead <br />(0.90) <br />Roof Live <br />(awf-anowt 1.25) <br />snow <br />(1.1S) <br />Comment <br />0 - Self Weight (PLF) <br />0 to 3' 3" <br />N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 3' 3" <br />8' <br />1o,0 <br />- <br />Wall <br />2 - Uniform (PSF) <br />0 to 3' 3" <br />T <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />3 - Point (lb) <br />0 <br />N/A <br />315 <br />390 <br />488 <br />Linked from: RB#2, <br />Support 1 <br />4 - Point (lb) <br />T 3" <br />N/A <br />315 <br />390 <br />488 <br />Linked from: RBk2, <br />Support 2 <br />System: Wall <br />Member Type : Header <br />Building Use: Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />W `euser Notes <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 rat designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -parry 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 ASfM standards. For current code evaluation repots, Weyerhaeuser product literature and installation details refer to <br />www.weyerhaeuser,com/woodproducts/d(>cument-libraty. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForteWEB software Operator Job Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />clalondemsciaeverett.com weverliaeuscr File Name: 9902 <br />