3822 COLBY AVE DR KANG DDS 2022-04-04

giFORTE : • • MEMBER REPORT PASSED Main Story, Floor: Drop Beam 1 piece(s)5 1/8"x 12"24F-V4 DF Glulam Overall Length:7'8' 0 0 • 11 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 8074 @ 2" 11211(3.50") Passed(72°/0) -- 1.0 D+0.75 L+0.75 S(All Spans) Member type:Drop Beam Building Use:Residential Shear(Ibs) 7536 @ 1'3 1/2" 10865 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 25094 @ 3'6" 24600 Passed(102%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) _ 0.091 @ 3'9 3/16" 0.244 Passed(L/969) -- 1.0 D+0.75 L+0.75 S(All Spans) Total Load Dell.(in) 0.156 @ 3'9 3/16" 0.367 Passed(L/564) -- 1.0 D+0.75 L+0.75 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 7'8"o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'8"o/c based on loads applied,unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=7'4". •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(Ibs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1-Stud wall-DF 3.50" 3.50" 2.52" 3385 4171 2081 9637 Blocking 2-Stud wall-DF 3.50" 3.50" 2.10" 2830 3475 1735 8040 Blocking •Blocking Panels are assumed to cant'no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 7'8" N/A 14.9 -- -- Linked from:BM7- 1-Point(lb) 3'6"(Front) N/A 6101 7646 3816 Floor:Drop Beam, Support 1 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 www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by BM ForteWEB Software Operator Job Notes 5/28/2020 9:59:47 PM UTC Benjamin J.McCann CT Engineering Inc. ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 (206)285-4512 bmccann@ctengineering.comr File Name:20064-DR Kang RTU Page 9/9