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Project:lenya I S Page <br /> Tatyana Shadyrya <br /> Location:floor joist#1 ,^jjAtik Arohstud o"V.SY.Shadyrya" <br /> Floor Joist ,. "' 22420 6th PI West or <br /> [2015 International Building Code(2012 NDS)] - Bothell,WA 98021 <br /> TJI 210/11.875-iLevel Trus Joist x 15.0 FT @ 16 O.C. <br /> Section Adequate By:34.2% StruCalc Version 9.0.2.5 10/19/2016 3:28:53 PM <br /> Controlling Factor:End Reaction <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.23 IN L1786 <br /> Dead Load 0.09 in <br /> Total Load 0.32 IN L/562 <br /> Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:Lf360 <br /> REACTIONS A B <br /> Live Load 500 lb 407 lb <br /> Dead Load 250 lb 157 lb <br /> Total Load 750 lb 564 lb <br /> Bearing Length 1.75 in 1.75 in <br /> Web Stiffeners No No <br /> SUPPORT LOADS A B --- -- -------.-_-- __.-- <br /> Live Load 375 plf 305 pif 16 a_ <br /> Dead Load 188 plf 118 plf <br /> Total Load 563 plf 423 plf <br /> 1-JOIST PROPERTIES JOIST DATA Center <br /> TJI 210/11.875-iLevel Trus Joist Span Length 15 ft <br /> Base Values Adjusted Unbraced Length-Top 0 ft <br /> Moment Cap: Mcap= 3795 ft-lb Mcap'= 3795 ft-lb Unbraced Length-Bottom 0 ft <br /> Cd= 1.00 Floor sheathing applied to top of joists-top of joists fully braced. <br /> Shear Stress: Vcap= 1655 lb Vcap'= 1655 lb Floor Duration Factor 1.00 <br /> Cd=1.00 <br /> End Reaction: Reap= 1005 lb Reap'= 1005 lb JOIST LOADING <br /> Cd=1.00 Uniform Floor Loading Center <br /> w/web stiffeners: RcapWS= 0 lb RcapWS'= 0 lb Live Load LL= 40 psf <br /> Cd=1.00 Dead Load DL= 15 psf <br /> Interior Reaction: IRcap= 2145 lb IRcap'= 2145 lb Total Load TL= 55 psf <br /> Cd=1.00 IL Adj.For Joist Spacing wT= 73.3 pit <br /> w/web stiffeners: IRcapWS= 2505 lb IRcapWS'= 2505 lb Wall Loading <br /> Cd=1.00 Wall One <br /> E.I.: El= 315 lb-in2 El'= 315 lb-in2 Live Load(1 to Joists): L1 = 80 pIt <br /> Dead Load(1 to Joists):D 1 = 80 pif <br /> Controlling Moment2170 ft-lb Load Location X1 = 1 ft <br /> 7.35 Ft from left support of span 3(Right Span) <br /> Created by combining all dead and live loads. <br /> Controlling Shear: 749 lb <br /> At left support of span 2(Center Span) <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> E.l.: 202 in2-lb E6 315 in2-lb xE6 <br /> Moment: 2170 ft-lb 3795 ft-lb <br /> Shear: 749 lb 1655 lb <br /> NOTES <br />