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RISA-2D (R) version 3.01 <br /> Infinity Group Job <br /> Page <br /> Date <br /> Load Combination is 1 z <br /> Spring Reactions <br /> ---------------------------------------------------------------------------- <br /> Node Global X Global Y Moment <br /> ----------------------(K)------------------(K) --------------(K-ft)--------- <br /> 1 -0.28333 8.00387 -0.09044 <br /> 4 2.72333 0.13113 ' -1.32508 <br /> Totals 2.44000 8.13500 -1.41552 <br /> i <br /> Load Combination is 1 <br /> Member End Forces <br /> - -------------------------------------------------------------------------- <br /> Nodes =---®tea I-End =__=_=__ ----------------- J-End --------- <br /> No I J Axial Shear Moment Axial Shear Moment <br /> (K) (K) (K-ft) (K) (K)------(K-ft)-- <br /> 1 1- 2 8.00 0.28 -0.09 -8.00 -0.28 1.13 <br /> 2 2- 3 5.94 -2.44 -1.22 -5.94 2.44 0.00 <br /> 3 4- 5 0.13 -2.72 -1.33 -0. 13 2.72 -0.04 <br /> 4 5- 6 2.20 -0.00 -0.00 -2.20 0.00 -0.00 <br /> 5 2- 5 -3.42 0.02 0.09 3.42 -0.02 0.04 <br /> Load Combination is 1 <br /> AISC Code Checks <br /> ---------------------------------------------------------------------------- ISI <br /> Nodes Member Quarter Points <br /> No I J Maximum 0 1/4 1/2 3/4 L Shear E <br /> ---------------------------------------------------------------------------- <br /> 1 1- 2 - Not Calculated - <br /> 2 2- 3 - Not Calculated - ! . <br /> 3 4- 5 - Not Calculated - <br /> 4 5- 6 - Not Calculated - <br /> 5 2- 5 - Not Calculated - <br /> I <br /> I <br /> i <br />