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.I F 0 R T E CEO SOLUTIONS REPORT PASSED <br /> ' Level, Floor:Joist <br /> Current Solution: 1 piece(s) 11 7/8"TJI®230© 16"OC <br /> Overall Lenq-n: 12' <br /> + ♦ + <br /> 0 <br /> ❑ El <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual©Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 1250 @ 10'5 1/4" 2772(3.50") Passed(45%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Joist <br /> enal <br /> Shear(Ibs) 860 @ 10'7" 1903 Passed(45% :) 1.15 1.0 D+1.0 S(All Spans) Building Use: IBC 20ti <br /> Building Code:IBC 2018 <br /> Moment(Ft-lbs) -1327 @ 10'5 1/4" 4847 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.042 @ 12'7" 0.200 Passed(2L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.063 @ 12'7" 0.215 Passed(2L/822) -- 1.0 D+1.0 S(All Spans) <br /> TJ-Proe'Rating 63 40 Passed -- -- <br /> All Product Solutions <br /> Depth Series Plies Spacing TJ-ProTM Rating Cost Index <br /> 9 1/2" TJI®110 1 24" 48 0.43 * <br /> 11 7/8" TJI®110 1 24" 54 0.46* <br /> 14" TJI®110 1 24" 56 0.48* <br /> 9 1/2" TJI®210 1 24" ' 49 0.50* <br /> 117/8" TM®210 1 24" 54 0.53 * <br /> 11 7/8" TM®230 1 16" 63 0.86 <br /> The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an individual Member Report for submittal <br /> purposes. <br /> ForteWEB Software Operator 3ob Notes 5/17/2022 10:15:32 PM UTC <br /> Phil A.Harezlak <br /> MJH Engineering ForteWEB v3.2, Engine:V8.2.0.17, Data:V8.1.0.16 <br /> (360)224-0627 Pactele 1Nof 56 MOON RES <br /> harezlak_p@hotmail.com Weyerhaeuser <br /> Page 1/ 1 <br />