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

page Project:SURINDER / Location: 16'long-11 7/8 TJI/210 @ 16"o.c.flr jst ti 'uj3l AmericanHomePlanners Floor Joist 2812 Colby Avenue 'of [2015 International Building Code(2012 NDS)] Everett WA 98201 TJI 210/11.875-iLevel Trus Joist x 16.0 FT @ 16 O.C. Section Adequate By: 38.4% StruCalc Version 9.0.2.5 2/17/2017 1:57:16 PM Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.28 IN L/685 Dead Load 0.11 in -Total Load 0.39 IN L/498 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 REACTION A Live Load 427 lb 427 lb Dead Load 160 lb 160 lb Total Load 587 lb 587 lb Bearing Length 1.75 in 1.75 in Web Stiffeners No No SUPPORT LOADS A B = Live Load 320 plf 320 plf A left B Dead Load 120 plf 120 plf Total Load 440 plf 440 plf J-JOIST PROPERTIES JOIST DATA Center TJI 210/11.875-iLevel Trus Joist Span Length 16 ft Base Values Adiusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 3795 ft-lb Mcap'= 3795 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= 1655 lb Vcap'= 1655 lb Floor Duration Factor 1.00 Cd=1.00 JOIST LOADING End Reaction: Rcap= 1005 lb Rcap'= 1005 lb Uniform Floor Loading Center Cd=1.00 Live Load LL= 40 psf w/web stiffeners: RcapWS= 0 lb RcapWS'= 0 lb Dead Load DL= 15 psf Cd= 1.00 Total Load TL= 55 psf Interior Reaction: (Rcap= 2145 lb (Rcap'= 2145 lb TL Adj. For Joist Spacing wT= 73.3 plf Cd= 1.00 w/web stiffeners: (RcapWS= 2505 lb (RcapWS'= 2505 lb Cd= 1.00 E.I.: El= 315 lb-in2 El'= 315 lb-in2 Controlling Moment2347 ft-lb 8.0 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: -587 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.: 228 in2-Ib E6 315 in2-lb xE6 Moment: 2347 ft-lb 3795 ft-lb Shear: -587 lb 1655 lb NOTES