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® FORTE CM SOLUTIONS REPORT PASSED <br /> Level, Floor: Joist <br /> Current Solution: 1 piece(s) 117/8"TJI@ 230 @ 16"OC <br /> Overall Length:12'7" <br /> + + <br /> 0 0 <br /> 10' ?' <br /> ❑1 0 <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 /> Building Use:Residential <br /> Shear(lbs) 860 @ 10'7" 1903 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) 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 1 Passed(2L/822) 1.0 D+1.0 S(All Spans) <br /> TJ-Pro'"'Rating 63 40 Passed <br /> All Product Solutions <br /> Depth Series Plies Spacing TJ-ProT"Rating Cost Index <br /> 9 1/2" TJI®110 1 24" 48 0.43 <br /> 117/8" TJI®110 1 24" 54 0.46 <br /> 14" TJI@ 110 1 24" 56 0.48 <br /> 91/2" TJI@ 210 1 24" 49 0.50 <br /> 117/8" TJI@ 210 1 24" 54 0.53 <br /> 117/8" TJI@ 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 Job Notes 5/17/2022 10:15:32 PM UTC <br /> Phil A.Harezlak <br /> MJH Engineering AForteWEB v3.2, Engine: V8.2.0.117, Data: V8.1.0.16 <br /> (360)224-0627 Pale Nam5e MOON RES <br /> harezlak—p@hotmail.com Weyerhaeuser <br /> Page 1/ 1 <br />