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Project Title: <br /> --.—Engineer: <br /> Project Descr: <br /> _... ... ....................................w......_.........._......._._....._........_,__._._........._. <br /> . . . ....... <br /> 3 f�r <br /> Wood B�Beamoject File; 10033.ec6 <br /> I.Icn:KVSr-013i)1Attt}8,a;ii:id1-6;ad 0*5*.0*2 s6ijoiiralh0sljn Assodales -. -to)1=NEW LC 1NC 1A83-?Q23 <br /> DESCRIPTION: floor joist with point load <br /> Vertical Reactions Support notation : Far left is#1 Values in KIPS <br /> .._. <br /> Load Combination Support 1 Support 2 <br /> Max Upv�ard*frornall Load 0 nditions A.168 <br /> Max Upward from Load Combinations 1.168 0.592 <br /> Max Upward from Load Cases 0.838 0.330 <br /> D Only 0.838 0.262 <br /> +D+L 1.168 0.592 <br /> +D+0.750L 1.086 0.510 <br /> +0.60D 0.503 0.157 <br /> L Only 0.330 0.330 <br />