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RAMSBEAM V2 . 0 - Gravity Beam Design � <br /> � Licensed to: BKBM Engineers, Inc. - Minn <br /> ` Job: Percival Residence Steel Code: LRFD <br /> SPAN INFORMATION: Beam to Replace Bearing Wall <br /> Beam Size (Optimum) = W12X14 Fy = 36. 0 ksi <br /> Total Beam Length (ft) = 19. 00 <br /> Mp (kip-ft) = 52 .20 <br /> Tap Flange Braced By Decking <br /> LOADS : Self Weight = 0 . 014 k/ft <br /> Point Loads (kips) : Flange Bracinq <br /> Dist DL Pre DL LL Top Bottom <br /> 3 . 00 2 . 00 0. 00 4 . 60 Yes No <br /> 11 . 00 0. 65 0. 00 2 .20 Yes No <br /> Line Loads (k/ft) : <br /> Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 <br /> 0 . 00 19. 00 0 .025 0. 025 0 . 000 0 . 000 0 . 100 0 . 100 <br /> SHEAR (Ultimate) : Max Vu 1 .2DL+1 . 6LL (kips) = 12. 00 0. 90Vn = 46 . 31 <br /> MOMENTS: <br /> Span Cond LoadCase Mu @ Lb Cb Phi Phi*Mn <br /> kip-ft ft ft kip-ft <br /> Center Max -� 1 .2DL+1 . 6LL 41 .4 10. 8 0 . 0 1 . 00 0 . 90 46. 98 <br /> Controlling 1 . 2DL+1 . 6LL 41 . 4 10. 8 0 . 0 1 . 00 0 . 90 46. 98 <br /> REACTIONS (Unfactored? (kips) : Left Right <br /> DL reaction 2 .33 1 . 06 <br /> Max + LL reaction 5. 75 2. 95 <br /> Max + total reaction 8 .08 4 . 01 <br /> DEFLECTIONS: <br /> Dead load (in) at 9. 12 ft = -0 . 193 L/D = 1179 <br /> Live load (in) at 9.22 ft = -0 . 521 L/D = 438 <br /> Total load (in) at 9.22 ft = -0 .714 L/D = 319 <br />