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PLAN 1741 <br /> COVERED ENTRY <br /> PS-1 _ <br /> Selectton 5-118ic 10-112 GLa 241 V4 DF1DF Lu-0.0 Ft <br /> ondlions NDS 20D5 <br /> Min Bearing Ama R7=5.0 W R2=4.3 in' (1.5)DL Deft= D.43 In Recom Camber--0.64 in <br /> Data Beam$pen 12.0 ft Reaction 1 LL 676# Reaction 2 LL 885# <br /> Beam Wt per ft 13.084 Reaction I TL 3246# Reaction 2 TL 27919 <br /> Bm Wt fnduded 1b7# Maximum V 3246# <br /> Max Moment 14274`# Max V(Reduced) 3112# <br /> TL Max Deft L 1240 TL Actual Deff L 1287 <br /> LL Max DO L/360 LL Actual Defl. L1>100D <br /> AtI bu es Section m' Shear(nj TL Defl(in) LL Deli <br /> Actual 94.17 53.81 0.50 0.07 <br /> Critical 71.37 19.45 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 76% 36% 84% 18% <br /> Fb si Fv si) E si x MID Fc (psi) <br /> f/lvas Reference Values 2400 240 1.6 650 <br /> Ad'usted values 2406 240 1.8 650 <br /> Agj%LMents Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> l Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stabi'ty 1.00D0 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Point TL Distance Par UnifLL Par UnifTL Stan End <br /> B-3780 5.0 88 . H=140 D 5.0 <br /> 160 1=200 5.0 12.0 <br /> i <br /> ( H <br /> Pt loads: <br /> R1=3246 R2=2791 <br /> SPAN-12 FT <br /> Uniform and partial uniform loads are ibs per(meat ft. <br />