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page <br /> Project: SURINDER <br /> Location: 8'FLR BM AT ENTRY(3 1/2 x 11 7/8 Parallam 2.0E) S; l'3E+; AmericanHomePlanners <br /> Uniformly Loaded Floor Beam 2812 Colby Avenue of <br /> [2015 International Building Code(2012 NDS)] Everett WA 98201 <br /> 3.5 IN x 11.875 IN x 8.33 FT <br /> 2.0E Parallam-iLevel Trus Joist StruCalc Version 9.0.2.5 2/17/2017 1:58:10 PM <br /> Section Adequate By: 102.4% <br /> Controlling Factor: Shear <br /> DEFLECTIONS Center LOADING DIAGRAM <br /> Live Load 0.06 IN L/1610 <br /> Dead Load 0.04 in <br /> Total Load 0.11 IN L/946 <br /> Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 <br /> REACTIONS A <br /> Live Load 2332 lb 2332 lb <br /> Dead Load 1637 lb 1637 lb <br /> Total Load 3969 lb 3969 lb <br /> Bearing Length 1.51 in 1.51 in y v= <br /> BEAM DATA Center <br /> Span Length 8.33 ft . <br /> Unbraced Length-Top 0 ft A 8.33 ft B <br /> Floor Duration Factor 1.00 <br /> Notch Depth 0.00 <br /> MATERIAL PROPERTIES FLOOR LOADING <br /> 2.0E Parallam-iLevel Trus Joist Side 1 Side 2 <br /> Base Values Adjusted Floor Live Load FLL= 40 psf 25 psf <br /> Bending Stress: Fb= 2900 psi Fb'= 2903 psi Floor Dead Load FDL= 15 psf 15 psf <br /> Cd=1.00 CF=1.00 Floor Tributary Width FTW= 4 ft 16 ft <br /> Shear Stress: Fv= 290 psi Fv'= 290 psi <br /> Cd=1.00 Wall Load WALL= 80 plf <br /> Modulus of Elasticity: E= 2000 ksi E= 2000 ksi <br /> Comp.-I-to Grain: Fc- L= 750 psi Fc- = 750 psi SEAM LOADING <br /> Beam Total Live Load: wL= 560 plf <br /> Beam Total Dead Load: wD= 380 plf <br /> Controlling Moment: 8266 ft-lb Beam Self Weight: BSW= 13 plf <br /> 4.165 ft from left support Total Maximum Load: wT= 953 plf <br /> Created by combining all dead and live loads. <br /> Controlling Shear: -3969 lb <br /> At support. <br /> Created by combining all dead and live loads. <br /> Comparisons with required sections: Req'd Provided <br /> Section Modulus: 34.16 in3 82.26 in3 <br /> Area(Shear): 20.53 in2 41.56 in2 <br /> Moment of Inertia(deflection): 123.92 in4 488.41 in4 <br /> Moment: 8266 ft-lb 19902 ft-lb <br /> Shear: -3969 lb 8035 lb <br /> NOTES <br />