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Gravity Beam Design <br />RAM SBeam v07.00.00 <br />04/30/24 07:31:45 <br />DEFLECTIONS: Ratio <br />Initial load (in) at 10.00 ft = -0.007 L/D = 3684 <br />3 <br />Live load (in) at 10.00 ft = -0.248 L/D = 966 > 360 0.37 <br />Post Comp load (in) at 10.00 ft = -0.330 L/D = 727 > 240 0.33 <br />Net Total load (in) at 10.00 ft = -0.337 L/D = 712 > 240 0.34 <br />Page 2/2 <br />P1.52 <br />Deflection <br />-0.4 <br />0.0 <br />Max DL Shear = 10.56 kips <br />Max Shear = 51.12 kips <br />Max Pos Moment = 255.61 kip-ft at 10.000 ft <br />D2-D1=0.025" FROM MID <br />Deflection per 12' is < 1/8 "D2=0.088 in @ midD1=0.063 in @ mid <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024