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PLAN 17#4 <br /> FOY01 COVERED ENTRY <br /> S-4 - <br /> 2 DF•L# <br /> Se1� ctipII ++(212x 12 _ Lu=2.5 Ft Lu QON=0.0'Ft <br /> Cgnrl_r(ions NDS 2005,Overhang <br /> Min Bearing Area R1=0.8 In' R2c 9.0ln1 (1.5)DL 0e11= 0.01 in, <br /> eta Beam Span 7,6 tt Reaction 1 LL 371# Reaction 2 LL 2399## <br /> Beam wt per R 8.2# Reaction 1 TL 522# Reaction 2 TL 378D# <br /> Bm wt included 82# Maximum V 2135# Overhang Length 2.50 <br /> Max Moment 2057 W Max V(Reduced) 1517# Total Beam Length 10.0 fl <br /> TL Max Dell L 1240 TL Actual Den L 1>1000 OH TL Actual Defl L/a-1000 <br /> LL Max pall L 1360 LL Actual Den L 1>10D0 OH LL Actual Doff L 1-1000 <br /> AUdbutes Sacllon(ln') S_hear ink TL Deft 0n) LL peg ON TL Dot OH LL pen <br /> Actual 63.28 33.75 0.03 0.02 -0.03 -0.02 <br /> Critical 27.68 12,85 0.36 0.25 0.26 0.17 <br /> r <br /> Status OK OK OK OK OK OK <br /> Ratio 440/9 37'y° 7°h 6% 11% l0° <br /> Fb(pq� Fv As{ E(Psi x mill_ Ec I( si <br /> Vatugg Referenda Values DOD 1BO 1.6 625 <br /> Adjusted Values 895 180 {,6 625 <br /> &ars mo-M CF Site Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm wet Use 1.00 1.D0 t.00 1.00 --- <br />�I Cl Stability 0.9946 Rh=0.79 Le=5.15 Ft <br /> Cl Siat)ljity @ OH 1.0000 Rb=D.00 Le=0.00 Ft - <br /> t.oarls_ <br /> Par Unit Ll Par th if TL Start End <br /> 70 N=80 0 � 4.0 <br /> 415 I=MO 4.0 7.5 <br />�. 415 K=650 (OH) 0 2.5 <br /> i <br /> i <br /> R1=522 R2=3780 <br /> BACKSPAN=7.6 FT OH=2.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal it Overhanging load J stngp. are from R2., <br /> l <br /> s <br /> i <br /> I ' <br /> is <br /> E <br /> f' <br /> I. <br /> F <br /> k <br /> k <br />