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1 <br />1 <br />b -.00 -.00 .B1 <br />REACTIONS <br />SUPf'ORT <br />NUMBER <br />1 <br />2 <br />3 <br />4 <br />REACTION <br />(LB OF LB+aIN) <br />390�.63 <br />-902.�9 <br />1888.�� <br />29d2.91 <br />LOAD COMBINATION -3 : DEAC� LOAD + IJIND LOAD RIGHT <br />DISFLACEMENTS <br />JOINT <br />NUMBER <br />1 <br />2 <br />a <br />4 <br />� <br />6 <br />FEACTIONS <br />SUPFORT <br />NUMREF <br />1 <br />2 <br />3 <br />4 <br />X <br />(IN> <br />.00 <br />1.60 <br />1.59 <br />1.61 <br />1.62 <br />.00 <br />FEACTION <br />(LP OF LR�IN) <br />-2109.43 <br />1051.03 <br />-�682.58 <br />5350.61 <br />Y <br />(IN> <br />-.00 <br />-.00 <br />?� <br />-.22 <br />-.01 <br />-.00 <br />ROTATION <br />(PEGREES> <br />-.9: <br />-.33 <br />-,�5 <br />.06 <br />-.02 <br />-1.12 <br />LOAP COMRINATION -4 : PEAI� LOAIi + 1/2 LIVE LOAD + WIND LOAD LEFT <br />PISFLACEMEMTS <br />JOINT <br />NUMBER <br />1 <br />2 <br />3 <br />4 <br />� <br />6 <br />X <br />(IN) <br />-.00 <br />-1.47 <br />-1.48 <br />-1.45 <br />-1.44 <br />-.00 <br />Y <br />(IN) <br />-.00 <br />-.O1 <br />.27 <br />-.4G <br />-.O1 <br />-.00 <br />FOTATION <br />(PEGREES) <br />l.1� <br />-.19 <br />-.29 <br />-.04 <br />.�9 <br />.79 <br />