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

Project: SURINDER page Location: 18'long- 11 7/8 TJI/360 @ 16"o.c.flr jst iil'tlCa ; AmericanHomePlanners Floor Joist 2812 Colby Avenue of [2015 International Building Code(2012 NDS)] Everett WA 98201 TJI 360/11.875-iLevel Trus Joist x 18.0 FT @ 16 O.C. Section Adequate By: 28.6% StruCalc Version 9.0.2.5 2/17/2017 1:57:08 PM Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.34 IN L/636 Dead Load 0.13 in -Total Loac 0.47 IN L/463 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A Live Load 480 lb 480 lb Dead Load 180 lb 180 lb Total Load 660 lb 660 lb Bearing Length 1.75 in 1.75 in Web Stiffeners No No SUPPORT LOADS A B . -- - --- - Live Load 360 plf 360 plf A 1en B Dead Load 135 plf 135 plf Total Load 495 plf 495 plf I-JOIST PROPERTIES JOIST DATA Center TJI 360/11.875-iLevel Trus Joist Span Length 18 ft Base Values Adjusted Unbraced Length-Top 0 ft Moment Cap: Mcap= 6180 ft-lb Mcap'= 6180 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= 1705 lb Vcap'= 1705 lb Floor Duration Factor 1.00 Cd= 1.00 JOIST LOADILIQ End Reaction: Rcap= 1080 lb Rcap'= 1080 lb Cd= 1.00 Uniform Floor Loading Center 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: IRcap= 2460 lb (Rcap'= 2460 lb TL Adj. For Joist Spacing wT= 73.3 plf Cd= 1.00 w/web stiffeners: (RcapWS= 2815 lb (RcapWS'= 2815 lb Cd= 1.00 E.I.: El= 419 lb-int El'= 419 lb-int Controlling Moment2970 ft-lb 9.0 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: -660 lb At right support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.I.: 326 in2-Ib E6 419 in2-lb xE6 Moment: 2970 ft-lb 6180 ft-lb Shear: -660 lb 1705 lb NOTES