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� <br />^ <br />oesign unes, �n�. <br />(425�53-0537 <br />v2� icensed to: Duene Row� <br />� <br />Co 5 i. <br />Phinney Const. Holbrook Lot - 2557 bm for dW wood floor <br />Prepared by. JCR Date: 720/OS <br />Selection 1Jqx 9-1/2 1.9E TJ MicrollamO WL Lu = 0.0 Ft <br />Cond�Tions <br />Min Bearing Area R1= 1.1 i� R2= 1.1 i� DL Def1 O.P4 in <br />Data Beam Span 10.0 ft Reactlon 1 LL 650 # Reaction 2 LL 650 # <br />Beam Wt per ft 4^- oaction 1 TL 83G $ Reaction 2 TL 836 # <br />Bm Wt Included 43 S Maximum V 836 t <br />Mex FAoment 2091 Yt Max V(Reduced) 70M1 f <br />TL Max Defl L/ 240 TL Actual Defl L/ 759 <br />LL Max DeB L/ 360 LL Actual DeB L/ 976 <br />Attri6utes Section irP Shear irt' TL Defl in LL Defl <br />Aduai 26.32 16.63 0.16 0.12 <br />Critical 9.35 3.70 0.50 0.33 <br />Status OK OK OK OK <br />Ratio 36% 22% 32% 37% <br />Values Base Values 2600 <br />BaseAd'usted 2684 <br />Adiusfinents CF S¢e Factor 1.032 <br />Cd Duretion 1.00 <br />Cr Repetitive 1,00 <br />Ch Shear Stress <br />Cm Wet Use 1,00 <br />CI Stability 1.0000 R6 <br />Loads Unifortn LL• 130 <br />Fv (psi) E(psi x mil) Fc I <br />285 1.9 750 <br />285 1.9 750 <br />1.00 <br />1.00 <br />1.00 1.00 1.00 <br />= 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Un'rfortn TL: 163 = A <br />Unitorm Load A <br />R1 = 836 R2 = 836 <br />SPAN = 10 Ff <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />>p.0 p Crl1 (,�1 ly) <br />r� � <br />