2 W CASINO RD BLDG C 2025-08-21 - Laserfiche WebLink

'4I FO RTE W E B MEMBER REPORT PASSED 9of12 Level,FBI-Stair landing beam i piece(s)4 x 10 HF No-2 Overall Length:5 7" i 0 0 r r 5' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. System:Floor Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) Member Type:Flush Beam Member Reaction(Ibs) 1751 @ 5'3 1/2" 2126(1.50") Passed(82%) -- 1.0 D+1.0 L,-(All Spans) Building Use:Residential Shear(Ibs) 1224 @ 4'6 1/4" 3238 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 2243 @ 2'8 3/4" 4242 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.026 @ 2'8 3/4" 0.128 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(In) 0.035 @ 2'8 3/4" 0.256 Passed(L/999+) 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDs. BeariiLength Loads to Supports(Ibs) Supports Total Av Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 3.50" 1.50" 500 1365 1865 Blocking2-Hanger on 9 1/4"HF beam 3.50" H 1.50" 520 1427 1948 See note, •Blocking Panels are assumed to carry rho loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •,See Connector grid below for additional Information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 5'4"o/c Bottom Edge(Lu) 5'4-o/c -Maximum allowable bracing Intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger HUS410 1 2.00" 1 8-16d 8-16d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 5'3 1/2" N/A 8.2 1-Uniform(PSF) 0 to 5'7"(Front) 5' 35.0 100.0 landing bad Weyerhaeuser Notes 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 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 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 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 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to vnvw.weye rhaeuser.com/woodproducts/docu ment-library. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 9/20/2022 8:34:43 PM UTC Aaron Scott ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.3.0 Dibble Engineers Inc. (425)828-4200 File Name: Bldg C landing repair ascott@'dibbleengineers.com Weyerhaeuser PaOP 1 / 1