3623 HOYT AVE 1-3 2020-06-17 - Laserfiche WebLink

k, Project: SURINDER Page Location: 23'long-11 7/8 TJI/560© 12"o.c.flr jst Jy ilial AmericanHomePlanners Floor Joist 2812 Colby Avenue •af [2015 International Building Code(2012 NDS)] Everett WA 98201 TJI 560/11.875-iLevel Trus Joist x 23.0 FT © 12 O.C. Section Adequate By: 27.7% StruCalc Version 9.0.2.5 2/17/2017 1:57:12 PM Controlling Factor: Deflection DEFLECTIONS Center J-.OADING DIAGRAM Live Load 0.44 IN L/632 Dead Load 0.16 in `Total Load 0.60 IN L/460 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTION A Live Load 460 lb 460 lb Dead Load 173 lb 173 lb Total Load 633 lb 633 lb Bearing Length 1.75 in 1.75 in Web Stiffeners No No SUPPORT LOADS A B Live Load 460 plf 460 plf A 23 ft Dead Load 173 plf 173 plf Total Load 633 plf 633 plf I-JOIST PROPERTIES JOIST DATA Center TJI 560/11.875-iLevel Trus Joist Span Length 23 ft Base Values Adjusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 9500 ft-lb Mcap'= 9500 ft-lb Unbraced Length-Bottom 0 ft Cd= 1.00 Floor sheathing applied to top of joists-top of joists fully braced. Shear Stress: Vcap= 2050 lb Vcap'= 2050 lb Floor Duration Factor 1.00 Cd= 1.00 JOIST LOADING End Reaction: Rcap= 1265 lb Rcap'= 1265 lb Cd= 1.00 Uniform Floor Loading Center w/web stiffeners: RcapWS= 0 lb RcapWS'= 0 lb Live Load LL= 40 psf Cd= 1.00 Dead Load DL= 15 psf Interior Reaction: IRcap= 3000 lb IRcap'= 3000 lb Total Load TL= 55 psf TL Adj. For Joist Spacing wT= 55 plf Cd= 1.00 w/web stiffeners: IRcapWS= 3475 lb (RcapWS'= 3475 lb Cd= 1.00 E.I.: El= 636 lb-int El'= 636 lb-int Controlling Moment3637 ft-lb 11.5 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: -633 lb At right support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided E.I.: 498 in2-lb E6 636 in2-Ib xE6 Moment 3637 ft-lb 9500 ft-lb Shear: -633 lb 2050 lb NOTES