Laserfiche WebLink
-AI <br /> FORTE W E B MEMBER REPORT PASSED <br /> Upper Floor, (E)Exterior Wall Header <br /> 2 piece(s)2 x 10 HF No.2 <br /> Overall Length.3'3" <br /> 0 0 <br /> MINE"F <br /> I I <br /> 3' <br /> it ❑2 <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 /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Length:3'3" <br /> Member Reaction(Ibs) 850 @ 0 1823(1.50") Passed(47%) 1.0 D+0.75 L+0.75 S(All Spans) System:Wall <br /> Member Type:Header <br /> Shear(Ibs) 455 @ 10 3/4" 3191 Passed(14%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 603 @ 1'6 3/8" 3833 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2021 <br /> Live Load Defl.(in) 0.002 @ 1'7 3/16" 0.108 Passed(L/999+) 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.005 @ 1'7 1/16" 1 0.162 1 Passed(L/999+) 1.0 D+1.0 S(All Spans) <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 /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Trimmer-DF 1.50" 1.50" 1.50" 406 186 406 850 None <br /> 2-Trimmer-DF 1.50" 1.50" 1.50" 294 48 406 700 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 3'3"o/c <br /> Bottom Edge(Lu) 3'3"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location Tributary (0.90) (1.00) (1.15) Comments <br /> Width <br /> 0-Self Weight(PLF) 0 to 3'3" N/A 7.0 <br /> 1-Uniform(PSF) 0 to 3'3" 10' 15.0 - 25.0 Roof <br /> 2-Point(lb) 8" 1 N/A 190 1 234 1 - Beam Reaction <br /> Weyerhaeuser 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 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 /> ForteWEB software operator Job Notes 10/9/2024 11:09:35 PM UTC <br /> Andreas Quinn <br /> BYKONEN CARTER QUINN INC ForteWEB 0.8,Engine:V8.4.1.24,Data:V8.1.6.3 <br /> (206)264-7784 File Name: 1417 Rucker Ave <br /> avq@cqn-se.com Weyerhaeuser <br /> Page 6/ 10 <br />