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Reactions: <br /> Bearing 4 in Bearing 4 in <br /> Fact=t=1b FactAta><44801b <br /> WWI n:288lb Fa"..in:288 lb <br /> D:480lb D:480lb <br /> L'4"lb L 4000Ib <br /> 0 S 10 15 <br /> Mtance from Left of Beam(it) <br /> Diagrams <br /> Graphed Load Combination D+L <br /> •Load Case:D+H+F+L <br /> Q Enve:ope <br /> 4000 <br /> 2 2000 <br /> m 0 <br /> ' .2000 5 10 1S <br /> -4. <br /> •Load Case:D+H+F+L <br /> QEnve.ope <br /> 15000 <br /> n <br /> c 10000 <br /> u <br /> � 5000 <br /> 0 <br /> 5 10 15 <br /> •Strength LC Selected;Short-Term Errve"5havn <br /> QEnve'ope 5 10 15 <br /> 0 <br /> -0.1 <br /> c <br /> p -0.2 <br /> & .0.3 <br /> -0.4 <br /> •Reactions Atrial Load•Ver"Load <br /> 44801b 4480lb <br /> 0 5 10 15 <br /> Dslance from Left of Beam(it) <br /> Key Properties I <br /> Sp.Fpl , <br /> Section Type Standard Sections Database <br /> Size and Grade 6x14 D.Fir-L No.1 F;Qt <br /> Number of Plies <br /> Beam Plan Length LX = 16 tt ''"�"t <br /> Beam Incline(in degrees) a= 0 deg yO" <br /> Greenfield Rev 3 Page 18 of 52 <br />