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Project: 15033 Rockefeller <br />Location: Floor Joist 1 <br />Floor Joist <br />[2009 International Building Code(2005 NDS)] <br />1.5INx725INx7.5FT @16O.C. <br />#2 - Hem-Fir - Dry Use <br />Section Adequate By: 174.0% <br />Controlling Factor: Moment <br />Live Load 0.06 IN U1468 <br />Dead Load 0.02 in <br />Totai Load 0.08 IN U1174 <br />Live Load Deflection Criteria: U480 Total Load Deflection Criteria: <br />3�C $.� page <br />'��1�:��"7�jQ�, '...e3 � <br />� <br />StruCalc Version 8.0.113.0 8!6/2015 10:09:42 AM <br />REACTIQNS A B <br />Live Load 200 Ib 200 Ib <br />Dead Load 50 Ib 50 Ib <br />Total Load 250 Ib 250 Ib <br />Bearing Length 0.41 in 0.41 in <br />BEAM DATA Center — - -- _ __ zsn — _. _ -- --- <br />Span Length 7.5 k <br />Unbraced Length-Top 0 ft <br />Unbraced Length-Bottom 0 ft <br />Floor sheathing applied to top of joists-top of joists fully braced. JOIST L.OADING <br />Floor Duration Factor 1.00 Uniform Floor Loading Center <br />Live Load LL = 40 psf <br />MATERIAL PROPERTIES Dead Load DL = 10 psf <br />#2 - Hem-Fir Totai Load TL = 50 psf <br />Base Values Adiusted TL Adj. For Joist Spacing wT = 66.7 plf <br />Bending Stress: Fb = 850 psi Fb' = 1173 psi <br />Cd=1.00 CF=1.20 Cr-1.15 <br />Shear Stress: Fv = 150 psi Fv' = 150 psi <br />Cd=1.00 <br />Modulus of Elasticity: E= 1300 ksi E' = 1300 ksi <br />Min. Mod. of Elasticity: E_min = 470 ksi E_min' = 47Q ksi <br />Comp. -1- to Grain: Fc -1- = 405 psi Fc -1' = 405 psi <br />Controlling Moment: 469 ft-Ib <br />3.75 Ft from left support of span 2(Center Span) <br />Created by combining all dead loads and live loads on span(s) 2 <br />Controlling Shear: 250 ib <br />At left suppo�t of span 2(Center Span) <br />Created by combining all dead loads and live loads on span(s) 2 <br />Comparisons with required sections: Req'd Provided <br />Section Modulus: 4.8 in3 13.14 in3 <br />Area (Shear): 2.5 in2 10.88 in2 <br />Moment of Inertia (deflection): 15.57 in4 47.63 in4 <br />Moment: 469 ft-Ib 1284 ft-Ib <br />Shear: 2501b 10881b <br />� � <br />�� �� <br />,� <br />