9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

, •;ill r Lpri 1 G vv G ID MEMBER REPORT PASSED Upper Level,BM#13 1 piece(s)5 1/2"x 11 7/8"24F-V4 DF Glulam Overall Length:15`4 1/2' jdd All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual B Location Allowed Result LDF Load:Combination(Pattern) System:floor Member Reaction(lbs) 5082 @ 4'5 1/4" 8181(3.50") Passed(62%) -• 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Building Use:Residential Shear(fbs) 2025 @ 5'6 7/8" 11539 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 Pos Mcment(Ft-lbs) 3664 @ 10'9 13/16" 25853 Passed(14%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Neg Moment(Ft-lbs) -4426 @ 4'5 1/4" 19928 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Live Lcad Defl.(in) 0.035 @ 10'3 11./16" 0.269 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Total Load Dell.(in) 0.047 @ 10'3 15/16" 0.539 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=8'9 7/16". •Critical negative moment adjusted by a volume factor of 1..00 that was calculated using length L=4'11 3/8". • -472 lbs uplift at support located at 2".Strapping or other restraint may be required. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Factored Accessories -Stud wall-SPF 3.50" 2.25" 1.50" 151 1204/-622 1355/-4721 1/4"Rirrl Board 2-Stud wall-SPF 3.50" 3.50" 2.17" 1309 3773 5082 None 3-Stud wall-SPF 3.50" 2.25" 1.50" 446 1285/-4 1730 1 1/4"elm Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments -fop Edge(Lu) 15'2'oft Bottom Edge(Lu) 15'2"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Uve Vertical Loads Location(Side) Teibutary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/4"to 13 1/4" N/A 15.9 •• 1-Unifcrm(PSF) 0 to 4'6"(Front) 14' 120 40.0 FIR 2-Uniform(PSF) 4'6'to 15'4 1/2"(Back) 7' 12.0 40.0 FLR 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 declaims 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,Socking 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 www.weyerhaeuser.co m/woodproducts/document-ibrary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator j ForteWEB Software Operator Job Notes 10/11/2022 12:09:46 AM UTC Chris Lalonde Structural Design Associates ForteWEB v3.4, Engine: V8.2.2.122, Data:V8.1.3.0 (425)339-0293 File Name: 967E da'ondefasdaeverettcom Weyerhaeuser